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HomeMy WebLinkAboutSDP199900051 Plan - Approved 1999-04-30 i g0A\ 1z I -I AC) I N N F:"01 T C1_ U g I=XFANE3ION SITE IMPIZOVENIENYS PLAN, THE SOARS HEAD INN, 'GHA2LOTTESVILLE, VA The Gold -r-ty of A16em. r-I Virg ir 1., SAMUEL M1LLB 1\4A61STE11AL O1S7- 1GT ? e. 1 ( ( v P(Os '1°(/ 67701 ill-4 Prepared By: ((��JJ \�lo�j CO.O Cover l , A �� e..' `� r�• ` C1.0 Site Notca "•I / - "(1/4 C7.'I Fixture Counts/BMP Calcuiattons .�`� 'Jfoli t� ev :i a.. ir- C2.0 Demolition Plan ! y le ' 1� � )'•�� 1 . . X� C0.0 Site Plan �r,gV.Sy , 1 ^.1 Ji.i l J��i� C4.0 Layout Plan `��' i C5.0 Site Oatalla i,J`I/■=}V^�`''''j} 1 ) D • THE COX COMPANY 1, ...It, ,�• .�.4."l• fit=! 1 f ` 'ai,' Manure GMI ErqukeraLender ce G5.'I SI'to Pctall® 4, 7 U , .� C6.0 Utility Pro ilce C7.0 E 8,6 Plan U J Y � ,` 1;��V�1 3.i., /j(� �� }� RECEIVED C7.2 E 8.5 Details d. I) ISL Mali s €�j EE77 ■■ E� \`\J I!i' 1{. , •'/1 ��r 1:- 7/ L1.0 La ndsca po Plan ,1 � % L2.0 Landscape De-Calla A P21L 1.1999 APR 3 0 1999 Vicinity Map i vz000 COUNTY 2EVISION:APR1L 25.1999 SHEET KEY 4 y 'PLANNING AND COMMUNITY DEVELOPMENT 51TE PLAN APPROVAL BY DIRECTOR OF PLANNING C o.0 u �Y� FINAL SITE PLAN NOTES BOAR'S HEAD I N N ABBREVIATIONS FIN FINISHED PVI POINT OF VERTICAL INTERSECTION 1. The abbreviation VDOT made hereafter refers to the 15. Work shall be subject to Inspection by Albemarle County SPORTS CLUB r A AREA OR ARC FL FLOOR PVMT PAVEMENT Virginia Department of Transportation. The term County Service Authority Inspectors. The contractor will be AC ACRE FP FLOOD PLAIN PVT POINT OF VERTICAL TANGENT refers to the County of Albemarle. Virginia. responsible for notifying the proper service authority AD AREA DRAIN FT FEET P+P PLAN AND PROFILE officials at the start of the work CHARLOTTESVILLE, VA AGGR AGGREGATE FW FACE OF WALL 2. Prior to commencement of any construction within any 16. The location of all existing utilities across the line of the APPROXSFHAPPROXIMATESHA Q AMOUNT OF WATER RUNOFF existing public right of way. Including connection to any proposed work are not necessarily shown on the plans. and APH ASPHALT G GAS existing road, a permit for said construction shall be where shown. are only approximately correct. The contractor GFA GROSS FLOOR AREA R RADIUS obtained from VDOT shall on his own Initiative locate all underground lines and GRAHAM/V,l�I E U S BB BOTTOM OF LINE GRD GROUND RCP REINFORCED CONCRETE PIPE structures as necessary for construction BC BOTTOM OF CURB GR GUARD RAIL RD ROAD 3. All paving and drainage related materials and BD BOTTOM OF DITCH RET RETAINING construction methods shall conform to current specifications 17. All materials and construction shall comply with general BF BASEMENT FLOOR MC HANDICAP REV REVISION and standards of VDOT unless otherwise noted water and sewer construction specifications es adopted by BITUM BITUMINOUS HGL HYDRAULIC GRADE LINE ROW RIGHT OF WAY the Albemarle County Service Authorities on January 15. 1998. BLDG BUILDING HORIZ HORIZONTAL RR RAILROAD 4. Erosion and siltation control measures shall be provided BM BENCH MARK HP HIGH POINT RTE ROUTE in accordance with the approved erosion control plan and 18. Datum for all elevations shown In National Geodetic BOV BLOW OFF VALVE HR HAND RAIL shall be installed prior to any clearing. grading or other Survey BSL BUILDING SETBACK LINE HGT HEIGHT S SOUTH construct/an. 19. The contractor shall be responsible for notifying Miss BW BOTTOM OF WALL SS SANITARY SEWER 5. All slopes and disturbed areas are to be fertilized. Utility'C1-800-552-7001J before starting any work. RAINFALL INTENSITY SAN SANITARY seeded and/or mulched Maximum allowable fill or cut slope G COEFFICIENT OF RUNOFF D INSIDE DIAMETER SBL SOUTH BOUND LANE is 2r1. Where reasonably obtainable. lesser slopes of 4d 20. All water and sewer pipes shall have a minimum of 3 feet ARCHITECTURE CB CATCH BASIN/CHORD BEARING N INCH SD SUBDIVISION or better are to be achieved of cover measured from the top of the pipe. over the CC CENTER TO CENTER NV INVERT SECT SECTION centerline of the pipe. This includes all fire hydrant CFS CUBIC FEET PER SECOND P IRON PIPE SEW SEWER 6. All drainage inlets shall have positive slope to drain. lines. service laterals and waterlines. etc. SIX EaGERLY PLACE,BOSTON,MA 02116 CG CURB AND GUTTER PF IRON PIPE FOUND 5P SITE PLAN (617)423 9399 CHD CHORD PS IRON PIPE SET SPEC SPECIFICATION 7 Paved or rip rap lined ditch may be required when in the 21. Twenty C20J foot wide easements. centered on the CI CAST IRON STA STATION opinion of the Director of Engineering. or his designee. It pipeline and appurtenances shall be dedicated to the Cl. CURB INLET JB JUNCTION BOX STD STANDARD is deemed necessary in order to stabilize a drainage Albemarle County Service Authority. Except where the line GIP CAST IRON PIPE STM STORM channel. is in a public road right-of-way or en access easement. in CJ CONSTRUCTION JOINT K ONE THOUSAND (KILO) SW SIDEWALK which case the access easement shall also be dedicated as a GL CENTERLINE 8. All traffic control signs shall conform with the Virginia utility easement. Manual for Uniform Traffic Control Devices. per latest CLKG CAULKING L LENGTH T TANGENT edition. 22. Three C3 J foot minimum separation required between _ CMP CORRUGATED METAL PIPE LAT LATERAL TB TEST BORE waterline and storm sewer culverts or 6' separation when / / _Li.. CONC CONCRETE LL LOWER LEVER TC TOP OF CURB 9. All excavation for underground pipe installation must water line Is insulated Use i£- thick therma-cell pipe f - CO CLEAN-OUT LP LOW POINT TD TOP OF DITCH comply with OSHA Standards for the Construction Industry C29 insulation in 3'x 4'sheets as manufactured by Nomaca. Inc. _ >� CONN CONNECTION LS LOADING SPACE TELE TELEPHONE CFR'Part 1926.) Or equal approved by ACSA. GONT CONTINUOUS\CONTINUATION LGT LIGHT TOB TOP OF BANK Insulation to extend 5'beyond centerline of culvert In both CP CLAY PIPE TP TEST PIT 10. No construction shall commence until the owner/developer directions or 5'beyond ends of culvert when parallel. CT COURT MAX MAXIMUM TW TOP OF WALL has secured all necessary plat and plan approvals. on- and THE COX COMPANY off-site easement approvals construction permits and 23. All water and sewer appurtenances are to be located . GTR CENTER MECH MECHANICAL outside of roadside ditches. MET METAL UD UNDER DRAIN development authorizations from the County State and other authorities operating in the project area. and has posted Planners e Civil Engineers D DEPTH MEMB MEMBRANE UG UNDERGROUND 24. Certification that 957_ compaction is obtained shall be g all necessary bonds for required improvements. DA DRAINAGE AREA M.H. MANHOLE UGW UNDERGROUND WIRE provided for all fill areas under water and sewer lines and Landscape Architects DB DEED BOOK MI MILE UL UPPER LEVEL 11. All Improvements shall be coordinated appurtenances. This certification shall be signed by a DBL DOUBLE MIN MINIMUM UP UTILITY POLE with any associated ongoing site improvements. professional Engineer The certification shall state the exact area that the certification applies to. 220 East High Street DEPT DEPARTMENT MISC MISCELLANEOUS 9 D.I. DROP INLET MON MONUMENT V VELOCITY 12. No site improvements shall commence Charlottesville = Virginia DIA DIAMETER MS MEDIAN STRIP VA VIRGINIA until Owner provided survey control has been established. 25. Valves on dead end lines shall be rodded to provide DIM DIMENSION MSL MEAN SEA LEVEL VCP VITRIFIED CLAY PIPE adequate restraint for the valve during a future extension 22902= C804_)295 7131 DP DUCTILE IRON PIPE MTL METAL VDOT VA DEPT OF TRANSPORTATION 13. A preconstructlon conference of the line. D.M.H. DROP MANHOLE shall be conducted prior to site Improvements in order to DR DRIVE N NORTH W WEST coordinate the project. 26. Each proposed outdoor lumnaire equipped with a lamp which emits 3.000 or more initial lumens shall be a full cutoff luminaire or a DTL DETAIL NBL NORTH BOUND LANE W/ WITH 14. It shall be the Owners responsibility to ensure that decorative luminaire with full cutoff optics. =`1ii of DWG DRAWING N/F NOW OR FORMERLY W/O WITHOUT subsequent bldg siting and grading fully meets the - ^" `:,, DW DRIVEWAY NFA NET FLOOR AREA WBL WEST BOUND LANE design intent of the approved plans as well as the 27 The spillover of lighting from parking area luminaires onto -iA�t'•' I N.I.G. NOT IN CONTRACT W.L. WATER LINE utility and drainage plans subject to design requirements of public roads and property in residential or rural area zoning districts / x* 'Ira D - E EAST NO. NUMBER WM WATER METER other construction. shall not exceed one-half C1/2. foot candle. °°'RTa'C'"TB O. a,i' EA EACH N.T.S. NOT TO SCALE WS WATER SURFACE °, 7719 m:` E+SG EROSION AND SEDIMENT CONTROL WT WEIGHT Ass �,` EBL EAST BOUND LANE OG ON CENTER WV WATER VALVE s�0"^� "' EG EDGE OF GUTTER PAN OD OUTSIDE DIAMETER Site Application Notes EJ EXPANSION JOINT OH OVERHEAD YI YARD INLET PARIQNG INFORMATION p(' ELEC ELECTRIC 0MW OVERHEAD WIRE YR YEAR (Rea from GrahamfMeas4.2999) 1. Project Name: Boars Head Inn and Sports Club Expansion ELEV ELEVATION 2. Owner The Boars Head Inn EP EDGE OF PAVEMENT P PERIMETER NOTE+ ABBREVIATION LIST IS FOR I)0.6A I F,..TL. "t' T... CrP.O.B. 5507 EQ EQUAL PC POINT OF CURVATURE CONTRACTORS CONVENIENCE ONLY AND Al 1 BasSmen+ Charlottesville,VA 22905 ES END SECTION FCC POINT OF COMPOUND CURVE MAY NOT BE COMPLETE. REFER ANY Tennissew_kgiocreas Squash 2/court 2 I 2 4 Tennisviewinyjrecreanon)1/125s.t. H,t, 1 ( o_ 3. Tax Map Parcel: 59 D (2) ? 01 ? 15 ESMT EASEMENT PG PAGE QUESTIONABLE ABBREVIATIONS TO THE Parry CRPA(PublicAssembly)1/75Si. '3 a y-J7e _ 5 4. ExistingZoning: Highway Commercial EW END WALL PGL POINT OF GRADE LINE ENGINEER BEFORE PROCEEDING WITH Kids Sports CRPA(recreation)1N25s.f. Ste y,L4 - 9 9 Y Wee S rts CRPA(recreation)i/1)5T-- -1L-'- • EX EXISTING PI POINT OF INTERSECTION THE WORK. -�P° 5to /Isc ._-_.4__ __ 5. Magisterial District: Samuel Miller You CRPY�ecr`ea n�17125-s.F:--------, 2ne _L 114-; 1 6. Site Topographic re prepared byMr Tom Lincoln. PL PROPERTY LINE Fxis6ny Tenms-Courts(Pray)2/cddlt' 3 y u- ---- Survey P P FAR FLOOR AREA RATIO PRELIM PRELIMINARY Lockers(accessorytoptiaaryuse)1T- -[ ,j--�-_o ----- 7 Parking Calculation FG FACE OF CURB PROP PROPOSED A72AFirstFloor a. Employees at Maximum Shift = 25 FF FIRST FLOOR PT POINT OF TANGENCY j I Slice FG FINISHED GRADE PV.G. POINT OF VERTICAL CURVE s(accessory to primary use)0 _ e b. Average No. of Patrons using facilities = 175 Spcisl(Public AssembTy)9775 s.f."---'-"'"'-'----i'T- FH FIRE HYDRANT PVC POLYVINYL CHLORIDE Nursery(accessorytopdmary°Se)llempl6yee' 'T"452 fisti'i9, _,_ L C. Percentage of Patrons parking at other Boars Head Inn Facilities = Prp Shop(retad)Y/100 S:r.- -- '- --' -____._ 50% Dining(eating establishment)1311000's.f. ---- , -...=�1.0- 4, -__ i�e_. L7,14°u- yl d. Parking required = 25 + (175 X .5) = 113 Parking spaces Tennis Viewing(iecreati6a)11t25 51r------ -. _ -- $•�,_--z Poo((recreation)1A25 sl:of-w`aterstirfaCe:"-'-;695L� -- 2.-._ --fast_. e. Existing Parking Provided = 140 spaces --- - ---_- ,-,- -_Ls�_*,. -_ f. New parking spaces provided = 0 Al.2B First Floor ' Whid pool,sauna,showers and lockers(accessory,topnrnarlj use)0 8. Total Project Area = 1.1 Acres A1.3ASecond Floor a. Building Area at Ground Floor = 17,155 SF Fitness Floor(recreation)1/125.s.f. b. Open space = 30,761 SF Studrec io reatiof. ....*-F`124---.I/i26-+- )j,._..__--. ___- ( - n)1/125 s. 9. Impervious Cover = 23, 065 SF regeatioq)1/125 s.f. 45� vl,s ; ¢ 10.Pool Area: Main 2,590 SF Children's 262 SF Free Weights( )retching(axessory to primary use)0 - --- 11.Area in drop-off zone: 614 SF C .oerenie,(o7fce]1200 s.f.of net office boor area. _ I 21bj �h_ 2 12.Area in Circulation: 4,710 SF Adjoining Parcels -- _ i I -r 13.Watershed: None Q1 Second Send Fir s ' , Tex Map and Zoning Information I Hairt Salon(barbershopLl/200 s.f.*1/employee � !15? _(.ix., 3.! � 14.Maximum retaining wall height = 7 ft. -Tiea`tment rooms ol(ce 1/200 s.f.of net office floor area,! 1 I e 1 7e• _-I" Ira i'- )-" --__..staff_-_. _ 7563 Rt Tadnge,stretc�whidpool_steam and staff_room accesso_r�to 1�dm�luse)0__�„y„ __ �)61' 59D2-4B-2 RA ; SITE NOTES 59D2-413-1 RA � 1 GtlIi..OR•Er5 Pt-Eas - 1iESE „,4Tr S 2 FEB 99 Jos Na 32790 59D2-4-A•l RA Dcr..r kO VT GdlLoa-e,4 ttlt11LA FA A26. T5 �AFWL'19 scut AS NO1@Q 59D2-01-14A HC l)S IA,6 0104Z-AIZtAS O q F Gt.. (DEnoul Iwer.' NM - DRAen Bs .1 59D2-01.2 HC #44 pElilZh•'f1e.. )ao�'s 056.0 6y FAMIL.iES („J. Feo.. (f.,LA-+E) DoOsl5Ts AP 4�'.2.F 59D2-1-15 Rt P GOJ..T Y0 OF . 6A0-1 LAN..,-e.I.7. C1 .0 • gTgpF ERCvAERN0 Nc. PLUMBING CALCULATIONS PLUMBING CALCULATIONS BpO A R'S HEAD I N N v V(,SERVICE MAIN SIZE ESTIMATE OF DEMAND LOAD Short Version BMP Computations For Worksheets 2-6 SPORTS CLUB e a e. PROJECT. BOAR'S HEAD INN SPORTS CLUB DATE:FEB.1999 Albemarle County Water Protection Ordinance:Modified Simple Method 3 �a PROJECT BOAR'SHEADI NSQORTSCLUB DATE: FEB.1999 CHARLOTTESVILLE, VA if JOB NO. 98092 BY- BETH JOB NO.: 98092 BY. BETH plan: Boots Head Ion Expansion Water Resources Area: Development Area - _ EXI TANG BUILDING Preparer. Fred Mlao] Data: -89 not1 toe.pa'.e 6 FIXTURE NO. SF EA SFU TOT WFU WFU HW GPH HW GPH 2��r--- a CW HW TOTAL CW HW TOTAL EA TOTA EACH TOTAL WFR CLOSET-FT(PUBLIC) 11 10 _ 10 11 11 6 6 _ project Drainage Area Daslgnetion WFR CLOSET-TANK(PUBLIC) S 6 GRAHAM/MEUS 1) PROJECT ADDRESS OR LOCATION: CHARLOTTESVILLE,VA 5 - WTR CLOSET-FLUSHOMETER 2 2 4 L storm pollutant export.pounds,L-(P(PORvn2](C(A)2.721 2) WATER UTILITY DATA: WTRCLOSETF/(PRIVATE) _ 6 6 4 _ P small ewrrm oaoff oem nt��i 095+0.009(9 WTR CLOSET-TANK(PRIV) 2.2 2.2 4 A) LOCAL WATER UTILITY AND NAME OF CONTACT. URINAL I•FT 10 10 6 usness _ - I annualpercen ieH5t0 00,4 P annual predptetlon,d3'in Al be mane URINAL-9l4'FV _ 5 5 6 A project area In scream subject drainage area, EA��_1.1� URINAL-TANK 3 3 4 - C pollutant concenaabon,mggm PPM target phosphorus BATHROOM GROUP-FT 6 8 f factor applted ba RR B) LOCATION OF WATER METER AND NEAREST HYDRANT - - B - V regwee treatment volume In q,0.5•over Impel,area.AB)43500(0.541A27 BATHROOM GROUP-TANK 2.7 1. 3.6 RR req ova utred reml,L(pvsq-fx“Pre) BATHTUB-PRIVATE 1 1,4 2 _ %RR removal efficiency RR100IL(post) C) DATE OF MOST RESENT FLOW TEST 11/25/98 BATHTUB-PUBLIC 3 4 2 - BIDET-PRIVATE 1.5 1. 2 2 MIL_.Cover OomQmtion(vetoes in caste agoane fail __ COMBINATION FIXTURE-PRIV. 2.25 2.2 3 2 hem .,-/ D) FLOW TEST DATA: - - - redevek�nrrt Ma �post-0owlopment !Area DOMESTIC DISHWASHER 0 1, 1.4 2 ,Reed-- Length IAMBI suWotal-'_ to YtdN subtotal ELEVATION OF HYDRANT FT COMMERCIAL DISHWASHER 1- 0 6 0 - 200,�z4i , 2�;u_ i ARCHITECTURE STATIC PRESSURE 83 PSIG DFIVATER COOLER 4 0.25 0.25 1 0.5 I i 01 01 01 1 0/_,a_ 0 RESIDUAL PRESSURE 73 PSIG KITCHFA SANK-PRIVATE 1 1.4 2 ! -! I --+ FLOW AT TIME OF TEST 645 GPM - I "I_ o L_ D m 0 SIX EDGERLY PLACE,BOSTON,MA 02116 KITCHEN SINK-FOOD aERV. 3 4 2 Oi I000 I 0' IBWi rroewwm • 0_mdo, o._ _erotai T---"Length Wam _bowel (617)423 9399 3) ESTIMATE OF PEAK DEMAND LAUNDRY SINK-PRIVATE - 1 1.4 _ 2 Fondants 0! .SOT_ Or_25_85O I Oi Oio O. 27780 LAVATORY-PRIVATE 0.5 O. 0.7 1 _ Or___OIr__( 0 01__01 0 0 A) TOTAL SUPPLY FIXTURE UNIT COUNT 557.4 SFU LAVATORY-PUBLIC 191.51. 228. 20. 3 1 1 _ , I1r- 0 2%Sor L L__ 1�oA 277801 SERVICE/MOP SINK 1 2.25 2.2 3 2.2 2.2 3 IParldg Lots �7- 2 3 it 1 2 3�___-4, RESULTING DEMAND: 150 GPM - -'l- SHOWER-PUBLIC 6 3 4 1 1 2 0 _ , wool, - _^ 10e0, 600! 1- of a00l SHOWER-PRIVATE 1 1.4 2 Crawl areas Area _ 0t 'Area B) ADDITIONAL FLOW: GPM ___ ___L__ ia0.70 _ _---_OL�-_,j__-"-x0.70- i__ OI WASHER(6 LBS-PRIVATE) 1 1.4 _ 2 SWpurea Area___ a__ Metal I Area o __ _wbtobl WASHER(O LBS-PUBLIC) 2.25 2.2 3 2 --Y -- On OW 0 j __fi800J_�� _1 68001 1 C) ESTIMATED PEAK DEMAND: 150 GPM - %-a_.�.oF_--u or"-of^'-'o WASHER(15 LBS) _ 3 4 3 I WALL HYDRANT 1 4 4 0 I ol-".__Q_�-_=`0 0 ___.= r..--- 0 6800I ' :' _" 4) PRESSURE LOSS AVAILABLE FOR FRICTION LOSS - rActNeN-gnatea pasture 6 Area- - Area WALL HYDRANT-HW BCW 3 4 O I SINK 4 1.5 1, 2 2rds a�PlaEvated Wd...-J OIx00a___.4, a 'xi 0 A) MINIMUM PRESSURE AVAILABLE AT MAIN: 73 PSI t t A/ ICE MACHINE 1 1 1 0 ix 025= { B) PRESSURE REQUIRED AT HIGHEST FIXTURE: 15 PSI COFFEE 1 1 2 0 rolher Impervious �- Iof iu zo�� 'Q HAND SINK 3 1.5 1. 2 4, 4, 0 t VEGETABLE SINK 1 2 3 0 •Mherviolo Laver �- L.664 - 1 03%l C) LOSS FOR 2•METER 20 PSI Ilya) 4pos0 THE COX COMPANY DRINK MACHINE 1 1, 1 0 IRKPo�0� V E) STATIC HEAD LOSS: 10.32 PSI 3-COMP.SINK(2 FAUCETS) 2 3 4 0 [_ODOJ 81.7 (DIFFERANCE IN ELEVATION BETWEEN MAIN AND PRE-RINSE 1 2.5 2. 3 2. 2. 0 3-COMPARTMENT SINK 2 3 4 0 New Devempne_tj,por Dev_sbpmentAress,sWNUMpenbua cowrn 20%) HIGHEST FIXTURE X 0.43 PSI) 1-COMPARTMENT SINK 1 3 4 0 1C7 f 4„11pm)• RT(pre)I LIp y ryLA... r^RRT%RR.Area Typo 1 Planners . Civil Engineers /;:ar•D ,,,,,,; W.t1(5'=„21N_0.6441 1.31 5.11 t7_07 200 Development Area I F) TAP IN MAIN LOSS•TAP 0.47 PSI FLOOR DRAINS 21 3 6 0,35,E t ,i. .�1=A0 o.6T1-""2.17/ 2.701_ 0.54 tore Dtrdeg Water WWatersheds_ I Landscape Architects 0 ,..k.f9.9Cj;a2:;,1.PJ;•„ M Ob4f--TAe 3.Li 0e1 20%Other Rural Lend "-- 'i G) FIXTURE LOSS-BACKFLOW PREVENTER: PSI TOTAL SFU CW 19 men.raluee o a TOTALSFUHW 84. 220 East Ni h Street M TOTAL SFU TOTAL 230 Redeve nt(For DewropmentAropooxhting6npervbw cover>2PAL _-- g LOSS OTHER: PSI c F I(pre(IyrtvJel IApro)r.LUMill_R14 J_,%RR 7ueayye :.I Charlottesville ^ Virginia TOTAL WFU 161 n;p3a'.);?:-00?' _, 084 4.34 5.41 1.51 S6%,oevelr Web), g TOTAL GPH NW DEMAND 0 Pkr,IrQ S.',i;,0.65y- y^pa,. 0.64 2'i7.}-`2.70 0:80'�]2%onn n0 Web),Watersheds` ) 22902 . C804)295 7131 r,.,.,9.21+%'2,,,:(�4gAlk�y1 _O 6� -2_°°,L_All�_OAB___7296_Oiher Ruml LaM____� I) TOTAL LOSSES: 45.32 PSI ADDITIONAL DEMAND: c Interim Manual,Page 70 rev.16 Feb 1928 GEB J) PRESSURE AVAILABLE FOR PIPE FRICTION LOSS: 27.68 PSI ,,'- TR OF 6J (MINIMUM PRESSURE AVAILABLE MINUS TOTAL G'!:1 LOSSES) PLUMBING CALCULATIONS -/.'t' 73 5) AVERAGE PERMISSIBLE FRICTION LOSS PER 100 FT OF PIPE ESTIMATE OF DEMAND LOAD /'2" cefrra7cer6',7r A) TOTAL LENGTH OF PIPING: 700 FT. PROJECT. BOAR'S HEAD INN SPORTS CLUB DATE: FEB.1999 .9o,O 7720 (FROM MAIN TO HIGHEST FIXTURE) JOB NO, 9809 BY- BETH ,:....-1-' . 9T0NAL � NEW WING B) TOTAL EQUIVALENT LENGTH OF PIPING: 980 FT. STORMWATER MANAGEMENT NOTE: •- FIXTURE NO. SFU EA SFU TOT WFU WFU HW GPH HW GPH (TOTAL LENGTH OF PIPING+40% CW HW TOTAL CW HW TOTAL EA TOTA EACH TOTAL BASEDBASED OON REPRESENTATIONS BY THE OWNER,BMP AND STORMWATER ALLOWANCE FOR FITTINGS) MANAGMENT FOR THIS SITE PLAN ARE SATIFIED BY -CLOSET•FT(PUBLIC) 10 10 0 10 10 10 6 6 0 0 EXISTING ON--SITE POND. C) PRESSURE AVAILABLE FOR FRICTION LOSS X 100 = AVERAGE R CLOSET-TANK(PUBLIC) 2 5 0 5 1 1 6 1 0 0 TOTAL EQUIVALENT LENGTH OF PIPING PERMISSIBLE -CLOSET-FLUSHOMETER 2 0 2 4 0 0 FRICTION LOSS PER RCLOSET-PV(PRIVATE) 6 0 6 4 0 0 100 FT OF PIPE R CLOSET-TANK(PRN.) - 2.2 0 2.2 4 0 0 27.7 X 100 = 2.8 URINAL-1•FV 10 0 10 8 0 0 _"' "'-" ----- •--.-•--•----___. 980 URINAL-N4•FV 2 5 0 5 1 1 e 1 0 0 URINAL TANK 3 D 3 4 0 0 6) SERVICE LINE SIZE BATHROOM GROUP-FT 6 3 8 6 0 6 ATHROOM GROUP-TANK 2.7 1.5 3.6 6 0 0 A) AVERAGE LOSS PER 100 FT.OF PIPE: 2.8 PSI ATHTUB-PRIVATE 1 1 1.4 2 0_ 0 ATHTUB-PUBLIC 4 3 3 4 1 1 1 _ 2 35 140 B) TOTAL PEAK DEMAND: 150 GPM IDET-PRIVATE 1.5 1.5 2 2 0 0 OMBINATIONFIXTURE-PRIV. 2.25 2.25 3 2 0 0 C) SERVICE LINE SIZE: 3• OMESTIC DISHWASHER 1 0 1.4 1.4 1. 1. 2 15 15 OMMERCIAL DISHWASHER 0 6 6 0 0 0 FWATER COOLER 0.25 0 0.25 0.5 0 0 TCHEN SINK-PRIVATE 1 1 1.4 2 0 0 KITCHEN SINK-FOOD SERV. 3 3 4 2 0 0 LAUNDRY SINK-PRIVATE 1 1 1.4 2 0 0 LAVATORY-PRIVATE 0.5 05 0.7 1 0 0 LAVATORY-PUBLIC 14 1.5 1.5 2 2 21 2 1 1 8 112 ERVICEIMOP SINK 22.25 2.25 3 4, 4.5 3 20 40 SHOWER-PUBLIC 23 3 3 4 6 09 9 0 575 SHOWER-PRIVATE 1 1 1.4 0 2 0 ASHER(6LBS-PRIVATE) 1 1 1.4 0 2 0 ASHER(9 LBS-PUBUC) 2.25 2.25 3 0 2 0 ASHER(IS LBS) 3 3 4 0 3 0 ALL HYDRANT 2 4 0 4 0 0 0 ALL HYDRANT-HW 8CW 3 3 4 0 0 0 SINK 13 1.5 1 5 2 19. 19.5 2 2 2 - 78 ' ICE MACHINE 1 1 0 1 0 0 0 SHAMPOO SINK 1 225 2.25 3 2.2 2.25 2 1 10 SALON CHAIR 2 2.25 2.25 3 4. 4.5 0 1 20 STEAM ROOM 2 3 3 4 6 0 2_ 40 MONSOON SHOWER 2 4 4 6 a 1 0 9_ 180 O 0 0 •FLOOR DRAIN 38 0 3 11 0 FLOOROO DRAIN 1 0 6 3 o SITE NOTES O 0 0 O 0 0 2 FEB 99 Joe NR. 32790 TOTAL SFU CW 27 COUNTY REV:30 APRIL 99 TOTAL SFU HW 148 suns AS NOTEQ TOTAL SFU TOTAL 327.4 Dee - TOTAL WFU 297 TOTAL GPH HW DEMAND 1210 Deavm By 'ADDITIONAL DEMAND: 23 SHOWERS AT 2.5 GPM EACH FOR 10 MIN.= 575 GPM C1 .1 �� q�yy �2yy T SSA ASS �a 0�y / °°. I I ,'ll+ DEMOLITON NOTES BOAR'S HEAD INN \\\ °a + o �/ r� I a` 2. REMOOVE WALL.VE POOL. ARCH DWGS SPORTS CLUB , 5 ,,° '�' ry >I 5� CHARLOTTESVILLE VA 9d yy. 3AItla 11tlHdSV 54 Yya yy ° ' °mo ov`'— r - a 3 REMOVE WOOD.DECK SEE ARCH DWGS ` a a 6 y o y a 9 0, a, ,,, ;,•': ° �y k 4. REMOVE STAIR. `fi—,s" G,° sr` :` ' +y • �yy � �a 9 d �a 5. REMOVE PAVEMENT ,yy° "yyI. cao — " ' 3 2,9m g�� o"y Ny ° 6. REMOVE WOOD STAIR. GRAHAM/NEUS + coda � y k REPIQVEALL`R'.04.`-'I;' 2` ` "I 7 REMOVE FENCE S36 eqy oY�'��aya + jtf ? • •Eyyy Y y �y pp, „ AR ,,,_, `� �, o ;;''','`— y4. y �� y` �� �tly9. REMOVE SANDBOX. \ x '/ O � ;a; ,, �nyaoti�° �`� �A�F 6 I = I IO.REMOVE STORM DRAIN & PIPES ` `�S S.; \ �►► E II.SEE ARCH. DWGS FOR BLDG FEATURES o° , ..r'%j -�e°° _ N., d/°� '-si ` _5 * ,ray F,y 12. REMOVE VEGETATION moo <m`9�a j� �I3 l{�%"q; ��� CT �a '` Q4 'Z1�'_, ,�9 so ° !` I y° 13 SEE ELEC. DEMO DWG FOR ALL ELEC. ARCHITECTURE ` y $I%EDGERLY PLACE,BOSTON,MA 02116 c°o = •Y••� ,o�_ y� ovt• . •IAPMENT'`, yn (617)an,00, '�`a`` - V -ooNL ?.>1-N5wiz05 6 ya.4 Y� I' Lyy o c9�e. .`s ,qs` _Year` b o° © 6 /� °ao ? 7, `ss b`, , .: ,,,, ,, ,. , __,,,....,..s b� I ^ e<y as °°a9 a i r 1 ^ L�© 0 I �� a ,c,A,i,m I — _ _ . . : , __,.. .,r_x„..._. n'''1:54 1 '—jk 11111.. 41114114rt:k::;c54: '' 0 ''':,,,,,,.' .kVi •;')_,7_7k 1 ‘1 'IP: .-16....a—gi-1- 4. �0a y a ,0°a my , yL °os_ d°e THE COX COMPANY 2`�°Y�' i © ,nC`E TO BE \ ../Iw {4 °qq� o, Planners . Civil Engineers 0aay?�° z ^�a �a R=%ov ,TY' i,',�a (�� s °a iaa° Landscape Architects • 4,0e o °o ,1 I 0' 2 O m I1� 1644.411, 220 East High Street Q ^0°• \fr , Charlottesville • Virginia °°SO f!'�,. yeyy N 5� II =�SS, `� 22902 ^ C804�295 7131 CP © y Alii, \\ `DA— °O9OdP__ 1- ©lvM 01 '?p°cY, ii1s7N \' o a0,* 6 Ll;: 166 V. •N),S, 4 itMimr.ASIPW-1 -„, 'P'''.::\ g:4 ‘p..,404C)9 01 ' „it., ik r;- OTAIII'-' , 41111....8 4.4.z... 7_1 NW( 410 coc' o' "� ,/ • V, pI % t...„, ba I ii1111111 ' ti 6°9 --_52 .AI. >a 0x pIIIR _ ■ y6'%, , `f/a „ ,6yas ' a -d-a-^- / - -�i---- o � �� --o/ fill � �i� TREET..BEa __ - _a � ,. --�- '�' o / n2a ' /1574 _w lie _ i 1111 - y-o ° f � REMOVE., TT / P. L `gti4O °-_ 6 ' SSS4V3-•0 Qr L,`. ci ' �. ° , � _;,, 0ss-...,..„,..?..--„, , _, a °a , F �. a2, e 5.6 � ; - fol ,. --- -- -2:2_ p °� ��I IE® '. oa''a, „;''''',,TREE .:gE �1 +til ------ ---- 05 is a° o° 05 eo°1' 11111111.77*4.4111111111111K '''�••, \ss° , 4 am ` i�� gi, m -gillrn F ,L9+ ° ■ O�i❑ a O\°y yOO9t \ O -T © �4a .�/ ,, `' N 11�., i —z '3 x x .. REMOVE E I c CURB + n e o c�c a^y%-e'10 a ° OVE EX. .., a i �6 �i' - o 4 RT£gM�iTM15 POW: GRANITE a` ` °a °o y'' yy ° ,91/ALL HE RE-USED 0- r ss, I)R- �' x,y + �_ '��L O '-•'I aoNad Iva - ,_ o55JBLE 99`y - - ' 9 * ��, r.�� I bL LL ay � — �zX � tlf i yy `�� , ' E���rv�9y ~x asL9y • _ ; ii qh a �f o 4 440 �x�� _Ik'+ 116gyi sz�' 2 ti n°ti " 1 • ii o ' vL y L9 0,�v F Y I t'`▪ I, a- ssa . 564 gLN I 2L9y I '^aa / �Lgy �° DYa' ' % '9�,9 111111 a yq.o0o " �'gl /� • L. ��a %p j¢ I �1 °° __ SITE DEMOLITION PLAN �0";� a y ,�� Oa~, 2 FEB 99 Joe No. 32700 y Ny 6 am z� WA Ilia 1 1�2L I ae nlvu qq 9.2 r e 29' ed L', o 0L x ' x+ x ,{{,jyam� I 0a7e - CEO ajNIF y,r,,, DOOM BY .11 e''e``'�amigir x y LA o„ /arg 66e ��5 L9c (' a5a5ay _ _ 1 Li BOARS HEAD INN • _ --553l,_, , / 8c SPORTS CLUB _� \53 $ CHARLOTTESVILLE, VA saa s 2 �'-553 \ \S `S 0 '�0 ao\ ag o \ 0 • ssd SSA e, + ) / :. ir yti�, _:::: ::,,,,,_ ,,yti GRAHAM/NEUS ?n ! � E - I • / 45 OE� I -SAON.NNEETy.MNiXO$L•.r' `_ \BEND so 4 IN.PVC eAN 5EW. 5E - `+ I el \sss PLMB.IPPPPPWr5 FOR CONT ,, \ 1 \ 1 LO,C.5Tgi�5 ' 1 1 -\+ ) IARCHITECTUE ! ■• � '/'!B.OWLS FOR Y..S \x o`b p' -. (I SIX EDGERLY PLACE,BOSTON,MA 02116 6'x6'TRANSFORMER, " r - ` <iy�ls _,/' yr^a‘1' " ' I I , (617)423 9399 PAD W/BOLLARDS ,acs� ` of r Il' ` pRn �, ! TRENCH DRN. .` ._ -_ , , I SEE DTL 4+5.SNT.C5.• __ STAIR'-5a£-;-_ ..i NEW DECK+ST 5 I \x_ ,g.!,:t 45..TTP., I SEE ARCM D GS i \' _ -._ — -Air iim, ` - - y� s IfilIil .utu......iv.h o i - TOP' 1�wr��� x�.rh :i . f .I bid ®Iinuliulilililu�ijl'I�i ��� s� .1 ...uw AA.•r.11Y_R L�i�iw■ ' drim luWPv. win n u Q. 4 G r,.P3c,b\ ss. , ,. `, , ' II THE COX COMPANY X-, SQUARE CONC.PAVER —�, s C ii iii °:. ______ POOL DECKING.SEE DR 1 ...w . - ���� ...w . '•� Planners • Civil Engineers SMT.G5.0 ii�•- '�-��4• VG�J � � _- L 1 ..C�. ro F c£ RE. w. Landscape Architects II//'�' EE D GS �� NG�g�IGA`PAVER, in. `ss i P niw _ -.., ---- Mr. POOL�EG r ,RCS o . MINIi o_ ..41 -1 • B. ©EW-1 I �Ilw `Q ::\'5 �� 0 P o00 220 East high Street h" lu'w S E a cM.ow 5 • c - xC► ,� °o° Charlottesville • Virginia ' EXISTING BUILDING III o NREti 7', 22902 • C804)295 7131 iVi — 111 4'PVC � "EXALT' •LOTION DECK . .4§:,b. /.' lik -' ) iumIN SSIil1177 ' DR TYF �� R' // ■1� �...4\,a -�j ai \ / `J4..-^• r: 0 pf'.,A o Cryu= • ; T NEW REC. + TOT POOLS TiE £.5� - ' �1W' �': IIL���/ o @ iw�i. i } i I. SEE ORGY.DWGS 4'PV / 11111,a, �A I - �' n www www. .mow. "'� C 1����.�i�.'.www�w.v, ,a.•rr.In�rianrcl.!n.T.id�w. ,y ` STO ;:A �iy ,p• / OOS, ['l.w��::1�.�tli l �.. : 1=1..1::..--�-� 1 L_RET ,� .Od J / o, areal: ----- I..wla.L- r / r P 77 d n.wgw., wm�n,�. •4i G'PVC Q ABf U . „kitifr,, ,,, ss,og�q,;.�— .+m _.a-r. e3 i�.w... 1aAR A sNALf•'+e _�+u.n..ww.5mv.wl .�w.._wi. 4'PVG 6 I/\ l�.i1011.u.E�w.5mu�...� S• t ir5,-vic e�i 2.0 Iw.w '-..�.. ..-:- .,...e _R-- 4 L<!(ri�. �._•�STAIRS.SEE � a`'5 1 �+.11� ARLM.OWLS. nr ' x IIIIIIIIIIIIII►III MOOING ADDITION - s 4 s • =zt�o_�Toer `_ ``' ' -----\--- FFE"' '. 565.00'S63.QQ'd_561.Q0' --__ 0. ` PRN`, ) �/ \ >/ \ �FE_=580.00 - lin / O T TA (0lJNE j. cs£ •;sPEcs� s. BLDG. FiGT=3•6'=2'-___ DECK Sa, $LDG SQ. FT=14.049 DRN 5T O -•ETOR- •, vERI - _ - _ — ' ER SAN,5_ •.NA'OONS- - _ - -- /r Sg. � `-•.'` �����777��-----•• -.iw� _x ilk #1,k TARS.;5 n / ALIGNrneD EDGE ' _ SEF PLl.P1BB`)6.OWG5 ARGN.4W¢5 i r --- --1 W1TM BLDG. N GRAMTf C1JRB+ fOk CONTBJUARON /`sy J�' OMIT PVMT.f0: ( DTL...-T.C5.0 �� II ,SEA DTL, P' m 'o F' I / i "ss --L� / \ TREE AREA �a567.8' �, I ,�,� [ ....1117 er I I r s, ..C51 m A ' > Fbr,, 97. �_I� 53.09•,z —� F- I ___ N ��`� `� ALlal G'MG RAMP C ��-'1110 `�' r 0 7 ,560___ 1 '� WANNOO1LPeJ TC=567.3- �- - x� z z— , xx--1 JC-567.5' 7C=5G7.7• SP-r - GONNEC710N g' a _ TRANSITION TOP OF CURB OBL. EGK VALVE+ VAULT TO EXISTING TOP OF GONE P05 PID/GATON VALVE titi sss I �r AVEMENT 90 DEG" 4-- • ' ( LIMITS OF P BEND/T.BLOCKL. q ' s{J R•X�`IAT OC�. x I a �! vF a AT - TR TO ERIFY 0,0 /(' �SS 1 ��� �' y J s 2' x ' Li p � z 4 TAPP G VAL ` � ' SLE a°0 ,��I !FEITBEG9 PLAN a dr p op�'+i%n`� s fz ----------- JOB J09 No. 32790 C d��� r ' I 63 /� COUNTY REV:30 APRIL 99 -- —, `:aa5a'' r scAu: i' zo' DAII OW.By x % 5o ~� Irjr / e oa�a o I ��;'r ,5 C3.O . �s , \ No�7 ►, J BOAR'S HEAD INN p I 8c SPORTS CLUB �a� ����TS � _ CH AR LOTTES VI LLE, VA I I �' �_ - o,� o SA ` � �a�F� _ \ �s44. GAHAN/MEUS NEW DECK. SEE ARCH DWGS `\\`\`\ \ \ \ --_ NN-`\ \\ ' // i o _ \ \ \ Y.ONGR6l�BRI\`A V£RS `` II \ `` `` s--- —1 _ / E'DIl.2141T. .0 -• \ CAL eo— INIam I Ed 561•01 -�k ss2-` ``Ill , ��jj l 4 w• �- 1�luu■ ■■N�■��■� -iu■� �■■■■u1• ■m■■�■■�■� ,�. �, ., s _ A C H I TE C TU E � iii■■■■■ry■■N ,,,N mug;Y q-' I 560.9'+ o I SIX EDGERLY PLACE,BD$TDN,MA 02116 ■■6u�■■1■__ — -- \ (617)423 9399 1 P1��1■■_._ ■ IMMINI■■III■■111■■11■■■ 11IMMIIIIIIIIM iN.'`, ' O \ ' ��■iA■Z ■N � �III� ■■■■I�la�■■��■i���■ 56L0' +OP-560.8' I I I 1 I _ \ \ ■■ t+a�■■►1■ ■� - ■■■■111■1 ■1 '■II■r0■1 c !1/r cn \,,k '. i■uIK�a■■■■■n■W■■u■��■■■■■■■IEEEURIKAVOIIII 31110.11 • ss I ■■■�. , LAMING _, FINEMII PooL co»rrc. rrP ' �i ■1 ` ` /=/ _`!■u i o L� �� ��■1 3 LANnrvc o' , I,' i.o l \, 5;��. - - _ `,■u T 1 ■u■■■I AREAX I , �6-,sm TH/5 Ld^rf REPRO ,' .' _ e u,9 ,FAGf O�POOL. I` , \ ■ C — �r r,, �b� THE COX COMPANY —I — I eTOP=560J' / - ,<: ,;,/.C7 _ \ \ ,Ik% \ I, '1111. 1111"1N' rox�FAeF R --��` s _ Planners Civil Engineers ■■■ 1 WAiL SEE ARC7L DWGS. ' - l `, oro�s s• s� . Landscape Architects TRENCH DRAIN. DTL NI ■■ rip, � 1 , P�^ \ pa+s srrr cs. ;; ■ NE LAP 1OOL /�I % 220 East l figh Street a� I �■ / Charlottesville . Virginia , ` V T7lE D.ENSIONsnowIFOR TH POOL. ■■� �ti� / \� !� �� 22902 ^ C804_)295 7131 M 'I� C)1 RET<N/NG W. STA:[[[..RAMPS,AND 1111111111111111■■■� 1 y �AIQ9GE—— +, ` • I W j� W®OD DE Z'G ARE OR GOJYTY D/VIDE rTP >61.0' \ , ' T� SITE P N APPR.VAL • Y COARACT�c 1.1111111111 ■■■ 1 �� I v — H L RE TO AR DO FOR ®TOP=560.75'\\\ 4 •61.0' �i I14�-1 fXA LAY. OF •5E FEA ,- 5 N„" \ cl'i. E-1 ■■■■■1T 74.P�SHT.P(.5.0 S `�\� WDi ,:r''SR OFpf:i.... N� ■■ ■�ITYPICAL / , lk FA ED .;��Gjilt54 //Ffr', ■■■ ■ ■ 1 ®TOP=560.T �\� D£GK INLET '• ��• , �� A L EE AR n q,� ,, o w ■11�■I YP/CAL /••I ■■■u \ :;o rife■■■■ 1 OfCK INLET ®ry =56oi cnINI , rrrrcAL / NEWTOTa \ ASS1UW..,.'/ / 561.0 + 61.0' X\ +— — ■ Nle LilA1`L. ■��1 �.i 0 56L0 19 0 0 rCIMMIIR 1 ■1 •..33 NEW RECREATION POOL �r...• .lint 1 1 1 1 J. 1 1 1 mii i it \ • 1...,c, Jl/ 11u - POOL DIMEN5/ONS ARE SHOWN TO FACE 4■17 �r.'I TN£DlMEN5/0N5 SHOWN FOR THE POOL. X l .■■ 'u• OF POOL, TYP. FADE OF COPING MAY VARY ■��rl ■1- 0RETAAMG WALL.STAL25,RAMPS.AND■■•• 1 • Mi 1711■1? lib4 I — WOOD DECKING ARE FOR COUNTY ■11■i■■•■■ ■■■■■■■ ■ —■■ ■C�� ■ 57 PLAN APPROVAL ONLY CONTRACTOR / � �'• ■1= — +.•1.0' SHALL REFfR TO ARCM DWGS FOR ill ■■ri■■=q ■■■A■■■�■�■A■�■■■11'A.■ 1 : EXACT LAYOUT OF THESE FEATURES •TOP=560.8 ... ■rtro leeliMP.■■M111.1 rc 3�NT ■ ■■Ir■ G0■ul ■ \ x/ € ■l`V j�l■■.0■■■■_.H�\1�\i■■■1■Ih!l■Nu Id111 1 / I ■11u••Ri■11■'■■■■1■■■■■■�■t1■■■■■11�■1�■E■■1 53 _ ■■11©Mi■■I_liMIIIII■■■■■■M■_II■■■■■1111111._. IMP IN ■ SEE ARCH.OW.- +:4,.o PLa liii.-■'P��■■�iiitii ��ro� mi ■1 ■■■carat '�� ai�11 _ - FOR RAMP AND CONCRETE BRICK PAVERS A v �O P.O 5- B IliW1.1•�I�11FMNO-,. _ �.IC�BIE.I■■IN■■ri;,ii�'il STAIR.DTLS. TY- SEE DTL.2.SHT.C5.0 _ X S GAY10+G •-; .� --��III:� _—��u�r TYPICAL \ i9 INrERs:cnoN " :==�'= ��-� �+..!- ---k,,C91■....,_ ■■ �E `! cRro LINE c T itd �,�---=!r��� eiiUi �iFIlh uuII'�ii■uiilt■■�Fl /�\ 4/ O .A.-- wi �-,1`a�llm a agro ■Limc'dll■■■■!■■E1■u■ 56zo• �j 1m■E!1!i!1■IYI■1*! }:insi■m■u■wF ■■�agiamm■��■■t� ■>0■uni11 ~ / 67.0 / 1 ■■!w li ,Wallin■■ 1 ���■1r�■—. BEIR M■u- �� +�.o' k X s . ®TOP=560.75' �\_ 1 I I - El_ -__' -- -•% iNi 111 �h ®TOP=56O.75' 56 k ` ■ 5 -A,a c - _- --- , EX^1 •DER \` `` •0.85' I DRAINAGE /�— - - '\ J� /� n T • IIIHIII�IIIIII BAIL\ l Y FY D�JJ l ON 1 O'\ - I DIVIDE, TYP PLANTING III _ _ _- _5(°10 '/i i ,AREA \ k dti) vs` T',�/ T p ' 561.0' • ` an `h VN-O__J_l Ol\,.r -----5WLLNTAG-�/' �� \ v CT i 1 FFE ,.. 5 5.00 .5613_Q0'a-5 f 1_00' ` --__ —4 AREA O 1.0 CONCRETE BR K PA1((fR5 TOP ! ` SEE DTL.�,7HT.C50 / �F O. O I - _ -',B, ®� ,560. `TYP/AC + i i I I — IIII 5L G. l I l.T r= �'_ 6 • �g /, LAYOUT PLAN, LLD SQ. FT 14.04 - - `_� ++ //k I + 5 7 2 FEB 99 JOB No. 32790 ----- \ •�� r- k .f,@` / +i I I COUNTY REV:�O BPRIL 99 Scue 7'- i 1 I _____ II �iINN— �• �� (n I o� , I INIIII% • _56 Q) I I O 1 I CD 6. /'X X . X ! X \, '. \o/ I I I 1 0-1 f /l'Z�W A , ^— \,'/ I BOAR'S HEAD I\N STONE FACES. ON ALL & SPORTS CLUB VISIBLE FADES. TYP. STONE FACES I? ALL V/5/BLE FADES. TYP CHARLOTTESVILLE, VA 4 5-G li NEW GRAMTE CURB RS �yy�� —"OM— ,�. LENGTHS VARY FOR TYPE M PATTERN MORTAR.5£E PPLAN • 1 Mai rs EXP.JT. Q a - - PATCH fX.DRNE o-W/CAUL,�G G R A H A V/M E U S //y//�''' -- --- I ��� AS ROD. •' ' GONG.ENDWALL �,(! F \ SHOWN BEHND •o® 741111111111111111, MEM ia 1 I I 18'OUTFALL ` �� 4 GONG VIM ,,, L...., 1 PIPE. SE£ � 10/10 GX6 WWM 1 ——— I PLANS. �� 4 N.COMPACTED 10) I \� �1� GRAVEL BASE ON COMPACTED SUB-GRADE a �i IMMEME t IM �'®, Nan.� ARCHITECTURE PLANS.IB" L PIPE • , SEE PLANS. y Slx Edgerly Place,Boston,MA 02116 • (617) 423 9399 - MOTXFIED CONC.ENDWALL PER MODIFR'D CONC.ENDWALL PER VDOT EW-I SPEC/RCA nONS VDOT EW-I SPECIFICATIONS 0_3 M❑DIFIED ENDWALL BLUEST❑NE PVMT & GRANITE CURB JP" '/ _'%, SCALE. 1' = 1'-0' 3•Q SCALD 1' = 1'-0' ■ ■ 1/_ FACE OF£X.BLDG.CONTACTOR THE COX COMPANY SHALL VERIFY WALL AND FOOT£R f-LOCATIONS BEFORE BEGINNING CONSTRUCTION. Planners . Civil Engineers END.PAVERS B Landscape Architects SEE DTL 8 FLOOR DRAIN. P 1•-2• J0SAM 30004.BA WITH NON-SHRINK GROUT BRONZE TOP 2 P.PNT MIL. 4• 1'-0• ruvL 4 X B'X 60MM 220 East High Street I la'X I I/2' GONG.PAVERS ti N EI+ y GONG.PAVER SEALANT PM.MA. SEE DTL. �" Charlottesville a Virginia VERT.JJPPOR75 F3POV/D£EXP.JT �+Q SLOPE TO DRN. e a o•oa. i_ W/CAULK AT ° 22902 ^ C504)295 7131 I1•x I ;� BLDG.FADE A��'- ��� l. B q'X ST4• PNT. 1 �• �. ilialE��_. M7L.s s•oq:. i I ^4 IN.OUTLET PN7,IMTL ,���II I�I�III'�I I 4I AI.SAND SETTING BED 4f STONE WALL BOX AND OUTLET Y x 2'STONE I GRAVEL BASE ONi/f•f; 1 , ,,i; ;�_- PPE SHOWN BEHIND PAVERS -T��_�=..i COMPACTED SUB-GRADE MDT D.COZ • ;, 1 qm n19 ♦ I FENCE PERIMETER FENCE yr i'-o" De L-- __..,___ . �___W..____.._...._.. 1-8 BOX TRENCH DRAIN CR❑SS-SECTI❑N CONCRETE BRICK PAVERS 5.O SCALD 1' = 1'-0' 2.0 SCALD 1' = 1'-0' • NEENAH R-4991-DX. TYPE A GRATE 4-FRAME OR APPROVED EQUAL. 1,�- I POLYDRAIN.SLOPING I �, -�� TRENCH DRAIN SYSTEM I WITH GRATE NO.505 I I •O 2•-0"50.X GOMM 1 F 2 CONC.PAVER I io p SLOPE TO DRN� ",•�� . HAHn RAGEV,FEGUtAR _7411 -SLOPE BOTTOM AT Q ? ,II` II 'T'�(' �+ I� �FUTE7 670NE 9ET IN _ d/A FT.TYP. 7 OUTFALL .-•' . ■1II_,_ 6YOUf. PIPE I N.SAND SETTING BED BEDDING GONG '� 0' � AR I �J l 1i. r), ., �� '� iv GAVEL 4 At COMPACTED ETON 5PEFLAT/ON5 a _'P7 �1 +J- _ ,; F COMPACTED SUB-GRADE :,���.:. .�.�L... 4 A COBASE 0 GRAVEL BASE ON COMPACTED SUB-GRADE d vi 7 4 Pl.GONG TYP �' SITE DETAILS rt ici3.B 2.E8 99 w I+ Job No. 32790 Scala AS NOTED 2•-B"BOX Data - A, CONSTRUCT PER VDOT EC-1B SPECIFICATIONS Dram By B. EXPOSED STONE FACES SHALL BE LEVEL WITH GROUT. C. SEE PLAN FOR EXACT LOCATION AND EXTENT 7 STORMWATER OUTFALL DITCH PVMT 4•n TRENCH 1DRAIN LONG. SECTI❑N 1.0 SCALE.T, X1 2 FT. CONC. PAVERS C5,0 BOAR'S HEAD IN\ & SPORTS CLUB GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL CHARLOTTESVILLE, VA MH-I Sheet I of 5 ,+ Ii^ HALF PLAN VIEW •II• ul 241dNg4 IN INITIAL BACKLL C R A H A vl/vl E U S-8".Ii x Wall ThicMNas] B B B• Y♦ MN uw. Htl, 1 ;.1 ; v 4N 6•BEDDING Il(-_-1 1 ^w?. .y'S'e�a :; '? g68 STONE I ! *STABLE SOIL ROCK Nv.:swst3su NrapwroN.nmwblr foes •SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL NaN:TM lap m 4 1.De toll /41 - - Mls4mn ro.m per. ree}ut- STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND Bf4NN-Ilan.B o mca al and lreva M pode Dy ,; In a"a avlu,o.leap a.daM.d I THEN COMPACT THE SOIL OR PROVIDE A 4"BEDDING OF /�_\ by rc.EnyNO. � 66 STONE.� T All ero ale foa As. • b s AN b Fop l FOUNDATION IN PAOR SOIL UNDER-CUT CONDITION ARCHITECTURE e T Fl°1 Yob top as detailed on SEAT- , ,01 10. 19 N 30 1.1"-zmml»a ninutod to.Iona 041Bj4'w In i �,? ? iZ.i�%' -M9Vk V € > �.J'- '! urnavnen approved b MeDrolnea.. °qu1107 I�r^ !X-/- E 3N. ` Six Edgerly Place,Boston,MA 02116 s;asrl ','I ' (617) 423 9399 Q i4"4 • Wlm 9.030°n pbro Ms hvlba ? 2 .I -ST4 De d,roaa bo:md.....",sward 4.IR' 4 INITIAL BACKFlLL �74 MN B" is i9f • iRm 3s-I. I UNSTABLE 8" k ra- a HALF SECTION A-A SOIL ® MIN MN v MT" aoval ROWED, \ (�I�.- '•8 STONE t i. #68 STONE I. g ___ g BRICK CONCRETE `'•'rA 0 `e• ...J�. �.:4 Pi�" • •opwmlb.Nm.n«.w,ao.m \ t TABLE OF QUANTITIES * •••••noul pap.•n.,,, �, -'� STABLE SOIL OR ROCK> fJy��� CONCRETE DI of:**H a adml.d to oo- ' ' ", '" ��r:li') DEPTH BRICK MANHOLE MAMIOLE.M wit Irw aum"tb.. b.. e A eon.tnt.n....9".ro aed NOTE TNOUSANO9 CONCRETE YDS. CmyinCONCRETE . ■ s" '��_�� • .a 0.res iss: """p"'°'0`°"`^"°""'""'' 1,NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 1/ N' .�2a.: a o.s o.Tea .99 2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED 0 Tea 1.991 i Mom...to M.add.d Mr aor�T.da9am a a I.o oyes z.00e .cal aeallorol ram of eaptd ABOVE THE INITIAL BACKFlLL. IT}i o i.. o red z.4ea ,ameter• -;•. •x,a I leak s_ l o l e o.ie�s s:ooe a Nokr6b'"°'a NkA,av,.b 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. o.9To s.as �'"'°`aivi4 maws eta. 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED Tf1E COX COMPANY SECTION B-B 1z _ z'2 09T0 3.eli .'°Nit'°"°"°'a 'ron 13 2.5 0970 41T9 dadro"01.099 9 M 1.e••alai IN THE TRENCH. BRICK CONCRETE 9 4 2.e o.eza .541 INOness on tocalla.Io.ml 5.BELL HOLES SHALL BE'DUG OUT IN ALL CASES. a 3 I 0.9T0 .963 axkb" l for nver OR 16 s. 0.970 s zas OR ° Civil Engineers CONCRETE BLOCK I T ..o I.In 0.032 MANHOLE FOR 120 48"PIPE0.�aCULVERTSaB2 REF DUCTILE IRON WATER o Landscape Architects ro SPPECIFICATION VIRGINIA DEPARTMENT 302 PIPE INSTALLATION & BEDDING 220 East High Street ION 01 I. TRANSPORTATION NTS FIG.W-2 Charlottesville a Virginia • 22902 0 C804)295 7131 ST❑RMWATER MANHOLE DIP PIPE INSTALLATI❑N 4.0 NTS 2.0 NTS „1rf! TB Op.44"a • �%''.'1 T •PRAM D.NL.' r ONA max L PB_I( - � a is //� a� ��e NO PROJECTION OF PIPE ABOVE GROUND LINE :m• y- REMAINING BACKFlLL SHALL -� NOT CONTAIN ROCK MATERIAL • Top of Fill Top of FlI}1 - Top of Fill-, - `�\��i �r4 MO J riff % 36"MIN j. LARGER THAN 6• IN ANY r I h u 2 DIMENSION ;,`,..g.'T\a:;t, . -. . . �•,'-'V :;W." . . i.no•\:::j,:• \•sKo. q-r'•. r � ///j:%% i `,U % INTIAL BACKFlLL' s z:%%: rib :��) Ir.';.:a' " Earth ,C\\ \: II �\ ��/ 8"MIN o k g 4;j ;:} \ 1 \y� 1-. EMBEDMENT (6"LIFTS) fir%, p 1 ymiaagraon y Oar THOROUGHLY COMPACTED d_g;, Minit,•',:::::is.„ �;S•// % \�i BY HAND OR APPROVED .a • `' FOR ALL BENDS FOR TEE OR WYE FITTINGS MECHANICAL TAMPER MIathD TF , -4"Beddaq+ fifer foot X• �j//��."ix Bedding MmpD .; ' Beddlnq SPRING PIPE -■•Mmwaa, terno..e Motvim fH,lmne' •d MPlena 7l� i me.ial moEN TRENCH io �. • HAUNCHING tome too of yaps. 24"Mal. x-.I 4'- ,.a-VIIO ACCOMMODATE i /•��/ Na 68 STONE NORMAL EARTH FOUNDATION •x•m"m°i°"roD°'"a"'°"°d �t LDI � ��%����\ ANCHOR IF BEDDING 6"max ♦Muy be enminoted under enhance Pipe laOCK etpiy. FOUNDATION SOFT,YIELDING,OR OTHER- � REQUIRED. 2 4"min whom directed by Entrance. ROCK FOUNDATION WISE UNSUITABLE MATERIAL \ ml�' �. M•,,, ^o� FOUNDATION(SHALL BE BEDDING AS pi REQUIRED WHEN SOIL PIPE PROJECTING ABOVE GROUND LINE • 4grde F REQUIRED �/� ,�, -•,�„CONDITIONS ARE UNSTABLE TOP of Filler Top of Fill1 Top Of Fill---.. _ \- �\ I,\ %x �\ PIPE) ft I PLUG >7\:'.,��,���_� � tip"\":.,__.•::. _ \:..00 MIN �• ,,... i::PMf Y•wa' I,- fV..!{W}� _r T \;\jam • .`r1 ° Crowd • �,,,••.•,.,•:_ Crowd i'V r .1 :' Ground Line pond Line _ :'':: :::'' SECTION 1-1 NOTE SECTION 2-2 - :.�?f S ale :�_,..` rune �'":?.,y:: 1.OPENCUTSIN A 1•- • • r - :::'as.•• " CPAVED AREAS WITHIN STONE. VDOT RIGHT-OF-WAY SHALL BE �••• -••�� - Min•LD f �" 'act or un- Min�0'•••-• Y crib Mln.to-D \Earth to �%!///����0�.• Ieleinq sari to ,/���/; I PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL FOR DU LED ENTIRELY WITH N0. 21A STONE. l• so Beaalnp SIZE OF FEE W.Yp. (FEET) CU.YD. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED ., 4"Bedding Material rz Pur,vg,H, -.--I::kiint Material F reeortyaaa depth Nw.non Material BEND ( n n Moxe•z4^ o � I I. H T L H T AND COMPACTED, AND ALL STONES REMOVED OR A 4"BEDDING OF NO. 68 I STONE SHALL BE PROVIDED FOUNDATION SOFT,YIELDING,OR OTHER- 90 2.50 250 3.01 0.24 NORMAL EARTH FOUNDATION ROCK FOUNDATION WISE UNSUITABLE MATERNL 4•&6• 45 2-00 2.25 2.60 0.15 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" 22 1/2 1.50 2.0D 2.52 0.10 200 2.25 2.10 0.15 BEDDING OF NO. 68 STONE FLEs OP 10 30'IPyw pokmk•et..tromp lien) II 1/4 1.50 200 2.50 0.10 Warts less II".036" FLEXIBLE PIPE 90 3.66 3.16 3.21 0.48 '' •0+24" As shown on IoGo. H•Height atcover measured from lop of drainage structure to e• 45 1/2286 2.66 2.77 0.26 3.16 2.91 2.66 0.32 P4deerN.here d"Woad for finished gads 11 1 1.66 2.16 267 0.13 s•D°36' / 1.66 2.16 267 0.13 _ Me1h0d'A'Pia Bedding shall be used as 7////%-Bedding material in accordance wish Seetion30202 of the Road and Bridge Specifications. 90 4.83 3.83 3.42 0.83 • tolloweN10ulnnlleo*OIAe,000 noted 0*Diana: _Backlit!rmbrml In acardorro with Setlion 30202olthe Peed end Bridge Spaetwtbu. 10"&12" 45 3.33 3.58 295 0.43 3.6.3 4.00 2.83 0.52 TYPICAL SEWER PIPE SITE DETAILS no.up to 30'(No paleahon of pipe above ®-Embankment 22 1/2 233 258 286 0.24 grw.d line.) Bedding retvoelnenNdetailedunder Method A,Pageants Gordian,are applicable to 11 1/4 1.83 2.33 2.84 0.18 INSTALLATION IN TRENCH Method 81 and 62. 1.THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION,CHANGES 2 F®99 Jab No. 32790 INSTALLATION OF PIPE CULVERTS AND STORM SEWERS SPECIFICATIONFRENCE 2 USE DEAD ENDS CONCRETE AND AT VALVES. SD APRLL 99 REFERENCESeale AS NOTED PIPE BEDDING-METHOD"A"(FILLS UP to 30') 302 3.NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. NTS Date - 303 4.THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE&SIZE OF FIG. 5-3 Dram 8v IOT.01 I VIRGINIA DEPARTMENT OF TRANSPORTATION Sheet I of 4 - - ALL THRUST BLOCKS. ° cJ STORMWATER PIPE BEDDING CONCRETE THRUST BLOCKS SEWER PIPE INSTALLATI❑N C5. 1 NTS 3:0 NTS 1•0 NTS - f I BOARS HEAD INN Q — O �`J C� 4 O CC A L OT SVILE VA Z II II 3 g c w o 0 0 = � �0 �0 ,I 4 K2?) GRAHAM/ IEUS. m6 m� 565 s�� gA� �Z'� ,-6 EX. GRADE PROP GRADE PCOL DECK ELEV.=563.00' 560 I __ 560 POOL DECK ELEV.=561.00' / / EX. GRADE — I EX. GRADE -.. _ 555 60'-6" PVC 555 ,os'-,r RCP 02.98. -SAN SEW Q +---------1--------- . 1.00% I ARCHITECTURE 550 I 550 89'-1 RCP 2.31% - SIX EDGERLY PLACE,BOSTON,MA 02116 — - --- (6q)423 9399 m 0 N 40'-15" 30P 545 a 545 / ® 13.13S', z - _ A EX. 10"SAN. SEW >- I o 3 I �J' ENCASE IV CONC.AS EQD.in z cl Z _ _ m -°' I N m 47'-18"R:P z J� _14 Qa d-xo �� toMz 540 ®3.19% �r'on ov mM w a . ■ ■ « '�in 'I, w SCALE. m m m II w i�. EX.SAN u,a, n a F n m D o z a z VERT 1"=5' 6 g- SEW 511 S °i 5 x o In I o?a 1 HORIZ. 1"=30' o� o? o= �- c1 m z ¢Z >>zoz ZZw I 6Z< » a a Vz THE COX COMPANY 0 5;0 I 0 150 300 Planners " Civil Engineers — Landscape Architects 220 East Nigh Street Charlottesville " Virginia 22902 A C804)295 7131 I. :moa B. :�' 0 r.Arrarce f b 570 - 555 .. m 0I. EXISTING-GRADR PATCH"PVMT - ';o,,d EBB v • �ix1- I EX.GRADE- .+_NA . ' -EXISTING-GRADE, PATCW PVR,T- .. -' l -- AS REQUIRED 565 550 8 IN.e VC SEW 4 IN. WC SAN SE/ 011111 C3OVE' VIRE. 4 IN. FIRE LINE 560 Ex. ,z CMP 545 0 3 3 z L _� I .. F. _J �O - w ¢ n o Ni mz U O j o to=Z 540 ai N< tt2- h0O 555 P o O "O W p 1 EX. 1J" 1 'a-'g N 4 X O a z CI > W '11 pOO II 0 . SAN. SEW \ a m -4- SB:c I- S0 U > m zz X m o odfa ' ozm iIo 0x0 xmOc. mj ? oIO+ 0 150 0 E0 0 30 FIRE LINE PROFILE SANITARY SEWER -ROM PUMP ROOM UTILITY PROFILES _ - 2 FEB 99 Joe NO 32790 SO AF.B.11 swe BATE - DM.BY VEt11CAL SCA_E:VI.-5' HOBL SCALE 1•-30' C6.0 ®� � „ 3OAR'S HEAD IN\ : ,1 i - �oq� , 1nggy�yti¢� 5y 8c SPORTS CEU3 yy CHARLOTTESVILLE, VA • o°y�'9 tipip. t ` \ s39 ? lilti\ (� 1 j �I!I 553 ONDOi Yd 135W/D ` 0 L 4 CJ + ng "�i1V .0I, tlfyy+ 6 9 x/Ay ss, ss ,c9y ti�oml qs m�'� —Nor �� �" GAHAvI/VEUS 9yy 0q45. yG + anlaa LlvHasv ssa ~ya 5y - o o 1.qy� {, a DD� i `C' yy , 6y� 45 D£G. + fQ GO�TO•t7fl `,, g_ Eq 1,,,tlCpa \� tl � BAN. B MANHOLL,• QgGi +__ \ + aBEND s3 ;:t.,ei l �� 0.k ` \ 0�ny \ �o^\ny aco�0' // ` P� �`sssy•,-1yaya� d!N.PVG rye% " q •aa: E 0~ada y+ LMB. rWnLyi ff�� ` 2 `,; +`"; ' yyti Via~ y y`'d bnyoy ���� \`` y • \ + ARCHITECTUE YI/ , bJ�tpS FOR ' a `,•• % a ~ aj -..iA�F /I ISI%EDGERLY PLACE,BD$TON,MA 02116 `,' yy o� --.._._. _.- -------- 5 s ` s `` am '++y�i►. y + (617)423 9399 "eaao / to_ . �. 5. ) O° oe •'� 3= '`'e �E•c o ••gig' •'sa. a•c' 6�,� .9 o a=T a 5 imm dsmvai G�l".At• :,-;,, ' . -` T at'� ``ya •�1` :�5 Ss'X3�� 4, �11i�4 �i% N _O N3000M `I• °'� bi^ q o I ,°° r• �,�°•Il ££ `�y1�Ilill ��1 L. °� .._�. s s o py ; Ll ' „�m Th`F COX COMPANY - �1�eQ 6 a •�T ••�� 'I iilDC ,yy ; ~ �• �J I �1 ,i att 1 �\'- EXIS •NG II �,�j I lip; �� � ,�•t� ., �o Planners Civil Engineers �o � •s• ®a ` qy, Landscape Architects X •1,4 Y 1 r III ,40 , o0a 5 0 � 1 ��i��� �`s -. ° a� �d°� I © m°o 220 East High Street y" 0200> - ^ ! I1P r � �a �� ` ''�:�C�+ ,, y; J mo0o Charlottesville Virginia o V , 22902 = C804)295 7131 ,oa 7bLDI a � �� �; .. 5� 1:::::: Qa I �`�o� '1 2oD£GK >V!,-. ,, 0\c' I ,� , h`'tlTYPf7=. .\`� _ o , , el I _\ 44,,,,,,,v,1.1r,w. �i:'F 7 vva d ,2' IA EN DRA/N. 5E£ ..'-i4t1 , lig .�(. c.;• r I,,, P i 2 I.'�.� c e,l n. ^S°0s `+ DTL.1. SHT.G5.• 41• ' o �°e1 OJ` ,-, � II b ' • 1 .53 00O •�9SI0 ,.B r, ,, ,,, j•., �1 ti � I m a). • � ,� ��` tiaaWM All c ,T1,11WP� . ' ��' eve 'o ca�a:1,00a yy~ - — Das' ` I' / +'!I i m 4.45.011tia•-/ ay 5 •• a Z�j�S �°as III��I MIIIIIIIII itiMJf; 6--ADP /i � ,y ' I_ I b o?* 'za 104 a` O ay x en c�_5_70RY_• .�y� -- -=====ssz- _ ` ow • , __ y' = ,,,„„ r-�J�4 565.00 563 Al__d_y__.,�i1_ 'V� ---- ___j '%� --_:' oi ,4 _,. - • 9 SEE_='8 J ` S '. xLDG ,T- 6' 3` y,D£rc� s �'�( lc,' O -----3A —°-ssa: --- X3 n :LDG SQ FT=14.•-9 -_ -- -_�`-',��,,gv DRN 1.. .57 fip.,,,,, . r,,,. V•ERI t- S5 a y� _______ L5§' - a� `'y%av �,`'A� ffig9Qti- - -f- ti99.\�� 9y1�,� i f c:, NBE" C011,•. y,_If. any y •�, _ , goa. as - /� �r, yy,p b. a�• - any Ss,.�,�`-a_ - a � ,, a,G 0 �y '�. '' �sy, •'� .•:N!'cn 7(�`a 7�• .� 7 yc c, �¢� -' ::: , , + `°�, ;s •x x--�c `€ PLUMB 6 WG5 m - �61 (� O� O NIVM l3Atl•a ------_ qq r^ ai ___ y„ - x O�GONa '�O ukit) (n e` , I+.. - _ s- 66 �aw - �ygti m Im9yoti��� �� �� a' ^ ss `/ .` NI "kg/ „mac 1®� s--- f2 A 41 Oa' ado y O� Oa' vd0•/+'�1 m I(� T,O 444111.��.�_I�� y(9 �1 In i i y,�� f m I,. cac Lgti y • `oy❑ o °ya�qy+ ❑ 2° \ - -— ��G 5 0k- .,,c , ,E N �1• • 560 6. chi. x . ,\~. ^aMillo a" DBL. ELK ALVE++U/AULT. ! ,gyp ,Q iht POS 1Nr oro 41tL��� _ BEND 0/G,p� � ���� � 1111.11111111011.1.1.111111111.11111 C ' 0.2; xoNaa lava ... _ R UN� r�,(1. P.._.L'gly �•!.7� 5 x eili °'?% + x ' SX x q� 1440 ����l�lir 'JL�i.7R���ir.17�-LIN£ �q x x a 6 q �- • • /� 9" xy _1 i 52 fr x6� •' ` N APPI G VAC f a•, 4411110' q �q a < . � + D SL££ �.a q, as x 0 •as^�' ,o `` �,� /T� �� amp^0��1 E & S PLAN x • o + + •Lqy + +, go~q'a`� ca?(,}',@. •41 moo` I, �.� '� .pa tiro n C d��' '� 'ff, Cr C ,, .3 2 FEB 99 Joe No. 32790 �'I + !" 4 �99 .4,c.' '� 'r~O�, ;6a Gj ' 1:: - ti 3D APQ IL 99 Beau 1'-20' ki x 61"q tqy / I.qS o ~2 + 95,q �� . 0o D>re - x 7' -D a ' n DRAM 9r ,I.L'o+ / + 1 0 m • %�0 1 �a Allin i „.. , ,,„ ,ote. i I' ,o' yo-0 o 3 - . __ -...... . , . : ib.;,'::,‘ ,'../ i al RN 07.0 BOAR'S HEAD INN & SPORTS CLUB . . CHARLOTTESVILLE, VA Virginia Erosion o GR AH A M/M EU S and SedimentControl RECOMMENDED PLAN SYMBOLS: o local z z VIRGINIA UNIFORM CODING SYSTEM o a Contour Lit or Grading ___-_-- Handbook o W op. a <° W O O Finished Contour Storm Sewer d1 Z O V Z Z a ¢ Z_7w . i wi �I- aF a zW Oc n3 for Erosion and Sediment Control Practices co a3 Z Z ¢o Z Z Ddnoga DMpe�1_ BDuntlOY 0r a ,. O w E Z z >o O Control Meauue '�'•• Ju1 1992 O¢ w O O�ce w¢ art I- w t- w I-- O W-. O FO Gam. ¢Q LaQ "------� y as aO fna fin I- Olin I-CO aw * Indicates normal applicability of a specific practice fin z w re O w i a ¢ z r� ❑❑❑❑ to one or more of the seven control categories w> 21- a,_ a z a m lc m I NO. I TITLE KEY SYMBOL DESCRIPTION a a0 s¢ WI- 000 Wco W� Bm�m .m«d.a�.a�or �«.d.�gad,.6 «roevekeyof �. * * ARCHITECTURE as aU find rnr•- ❑fn t-y aw srull 3.20 ROCK CHECK DAMS CD �►,�,► m~...6oald van ore mar ono e�.ua.m �m � �`F,,,nL.tich mass to.m, $1%EDGERLY PLACE,BOSTON,MA 02116 NO. TITLE KEY SYMBOL DESCRIPTION I I m (617)423 9399 3.01 SAFETY FENCE ® nprmaa.a bards aau.mLeroh mmnble use arma«km mtr.naa. * I aemeia,r«dde•omm.=.k,,.wmmmgerw•e«.eve d�.e.�kaseitmm arm oars. * * %5;') 3.21 me.to awe m;�pfrmrm e.ro..d aka mess arm da-•- LEVEL SPREADER LS bra oBv=gera TEMPORARY STONE A.,maps,ImWupobuofeNlmW4ipe,..deHm•oa•emumx'duwcmmd®We.oe VEGETATIVE ua * * 3.02 CONSTRUCTION CE aara ama one ark arm.anaotmp paved * * s mwmam.nm arxpprppr.m lib„am ENTRANCE 3.22 STREAMBANK VSS bha '�M1` `r`tl"'«pe I STABILIZATION - CONSTRUCTION ROAD e • r * STRUCTURAL -_O ®\ mgvuy mbgemm*hem ayor dos rod.ebdiN,ion mesa poking area and bd. Subteiogdm banks or Eve mere with pvmvy smama tneetmo puma them emmemka. * * ■ ■ ■ 3.03 STABILIZATION -� ear h®eddy'"padmgm.m.eee«kama..eby.,nkmd.das.m.•�e.,..mmfa.wr .STREAMBANK pwaely applicable.. wide aim pass meal Ea.,did u emu..dewtr,�.rc In.kpmrapade permame.adb..bmw®ImNa gMimg ard rya eblvc 3.23 STABILIZATION nos applicable a did strums. ai A wap«ssy.m.,barrio camas.armew bale pwm across cam we„,er.dope mkm.«w * * * TEMPORARY _?�`�i� Amway avwaw.en am.a U.mem to mode vebawm.�m wmaamat id.en * TftE GOX COMPANY 3.04 STRAW BALE BARRIER ���j urea edit, ddmca sow m«ke Dom dank g am sow d:, pphnbk.me VEHICULAR STREAM msaarapa s mess wok kmphp ems wtars ream mapr m ns aarmgams= ueul 41) dmewrN eraam my w.prmNea.M,aimvm effwavertrebgmemdv 3.24 CROSSING SC bra...fne. emeryfemme.eente r. k•Dv,n eddy w.enemasyeb.in.a.m,n easy * Planners e Civil Engineers Arced arm a d de bamemosweud•nem cram nds Wkamm m,a.avLei mad . ® r M1m«IL=1.a.imntDy merle Me dim.vamoosead the meam of dime $F )F-X�(-7C We.mwme«muu,wean.kpa«m.minmdtedMe.pymk medmari.1;ereln * * * UTILITY STREAM , w vn�aa«miuIf. Landscape Architects 3.05 SILT FENCE • arn.ao en. flow.Dam drainage arm.al limited ariaapplicablee6 months. d N wknm 3.25 CROSSING ...p„ ,meD mnrenand r.a may be•pwmm.Maimum eRaive lde�dmmm.M1. • A mnipo,ary udimmt Mm'v ma,pwaE of Lmn.use.riim,m«mac...rec.and«Inn clad msmdb * * A. « 3.06 BRUSH BARRIER BB a•b Waite.�•^slea mdme+•m•'m=meor•a,pemimercesss.+desslese ion ited * * DEWATERING CD A,vepmaryu,JugamN,airydedcef«vamivM1kBi,di,cba,gmfmvdovawing^il^did 220 East High Street 3.26 STRUCTURE O �� g Charlottesville e Virginia STORM DRAIN nordneleenofe amkwser..i,artmppmgmemrmamomddmp;akbmeawmmama« dip Mb.p mfw,.lsehichmmelee�•m ,�pm•Ds�•a .from am,• m« * * * 22902 ` C804)295 7131 3.07 INLET PROTECTION �- • led • .�ldmhmdeea�c�ealiareawmmaw�trm, > minaBearm,ya�kgomem. * I 3.27 TURBIDITY CURTAIN TC �� dub,,,a«D.mymei'„`°a.eu;,u„we,Fe..mmmw- - 1 I . CULVERT INLET n A seem.film mom a me mum m«m am elm,wide yeeets assume from mteag. Aperformm emdaa nailed beams de geed m Deem mconvey e.mw...p,eam.kpmg * - -_: 108 �dJ7 iaavo°°ngxmdkingaanma..bydenor.em.Itaboferidnm«knconaalmelvem.d * -+----g--- amuymum.gne PROTECTION mMt amma no breoia,...elmambm and drmagepmrae aeebmg;ag�m °"nt • wD.r becoming cam ed subj.to impmvm tau mv.aamee kaffmaa. ea. 3.28 SUBSURFACE DRAIN SD growth me fin in earmavely von arms by lowering the.mm mod.Cue also be arm to drab dam,® •� DJ,p•. • same.- JiF 'G' ' . TEMPORARY O oD Aridge ofcom emu comm.at se - eae,agpra,mm.veeaarm.,,m,•nor«w•Peg.gRmmrm.i,�e.kpmm.,m,b..marn:vy * r * * n•. n- ..y{ Yid myabax of a,bdn6 shah.am.hkh dimes M-eim * * mf rdird arm Mime romp velocity.provide scaryd.ppNe avdimuv hiNmtm.all 3-09 rueffa.ayDenuop ecialslopesadmse dbdourt«mdiva,weimebbenrunoffma rem. /.y G6RI1RCHx8 '0. DIVERSION DIKE DD •••� � seen.weeps emu.MaMam ertaae lire u Ili norms. SURFACE ROUGHENING SR •--0 3:1 a thr"m receivedeeebW sal pa.e but m, )� 3.29 ]:r«tntn rid lid Bur winobmeiumd.arm r.Am- - id ::p 7719 4e oAa earful dope with thou Brea. 'Op p •• TEMPORARY O A Mend w,A.supporting nee on did Iowa add.carman.akmg the sop of an aa.eeM fin • * �.egg• OHA y0 r.!. .Peed in arm m Mem runoff sway rem se Nemec.MI do e m ei meted oedema melee. Pmeenime.d tag Lepel w frmwo•rwuble lissom'ahem M cage..=nee m.t•bmm. •3.10 FD napping a man ppgmble when Me wm,M apmdent d�emvmd he ex skip and * p0 sheet.mar.Applicable where reservation cc Impmafmr of toy.b mar emvdradve melba of FILL DIVERSION mmmmua.opmte.m re the am of•TEMPORARYDIVIAIDNDDCEeferffik;mabrmm 3.30 TOPSOILING TO pr«id'mega,ulubkg,a.mmmro,m cot mess,mw.fa.kpmcaapmsm2r mike ode mmru,« •• ////���� dRative ire d one week. me take to prevent erosion end skuphldy. • TEMPORARY A ridge mw.rgeIm lakmegaolrmsomd arm•dul«bed dgnofw.y m•bninakin, •r I • - RIGHT-OF-WAY . RW anm m,mmw the r.krpbwide the di,tmbd•mp w dived me mmfrma stabilised curie * * 3.11 Elm divcrm.w.p...a where Mere.1 be ewe omo mum tie vaRu wlsin eerie. 3.31 TEMPORARY SEEDING T$ .--Q EebNhmet or mummy secede am m dewed arm•that n nought m realg matte • DIVERSION way.wgavel enemiesw apdkmbie whoa veletas par met bemamniaa's. pmke af30 d.y Wpmyrw nl...a...rs l•e.r.r.s....3 did,. O * I O 3.12 DIVERSION �� Apmm opt need.with ids km me wad dam m.dap a m ca.mp length d mbmm.m pera * lm .a mambaar ab petting me w rough-graded arm from um beDV tercet ad diva Mews=mei(to a eddied warm at.erosive.eke.. 3.32 PERMANENT SEEDING • p$ "-® fi�asddrwle<dnr«.yamwm«more mr.d what permanng.n..aBmu.a m.arda� w m om _ 1 TEMPORARY O �(�����, Aerm.D lmdde are.read dy matrmmem rmben cmaakmanmt Ns.m«mmam cam.. * 3.13 ST -1 Z �- L7:41esvnk.mM•i,77,P'We t'1" " '"'-mean rid e' eye maku arm gabilaingr p el me by mob...jemmy pram m•m•with of Provide Ma da * * SEDIMENT TRAP of desusseded*Admen.cm Maximum effemw life it IS m a.. 3.33 SODDING SO .--Q pr«.men•vmmmo.k..•ndb especially&wire In gnu.^•k'mdwaterways e m ems oleo an�emateamber efrm b admire.. • tmpmuy burinordam v.h conbplled.hewerdram mesa wSW 11 form.by ea«avadffi • - - TEMPORARY S8 ae"rbankmentoftompaedmn"'m'•d,.wgee'y.ubareta°ma"•dm`awdmnme°berm• * * BERMUDAGRAS,S B ® I. -®-] 3.14 drainage ems 3 acres or gram fee omen rime a allow mar one adad.solid.m Peak a n.lr Ep be Mel dap.rim eye rill hybridkived pv«'oyhpu b planting jade edam« * SEDIMENT BASIN SL- > cm be*my where son dwukdnm.ym.m.pL«.dam aap.dty.Madam ereave 3.34 ZOYSIAGRASS m,ed.E graded area,where esublared by eJ h mat pr.fe.. Me l6 men.amber mean.a.permaa=m mdw.amnrd wara.kaa' ESTABLISHMENT 1-®-.1 d�•m • A flexible Whine«.dui.pond bet r.,Id,,A.g.seam amiss...end.a wade Apdcamdon of ply redammeana wiubk mmmahmdha,bd'arum mpmwterwm.d TEMPORARY Q mnoemud wuff..rdrrmm um top aurae a.divarb.aapawabmtmmara emote * * dew evule.rkw'<Dee.Pome.?Wtpu.s by bursasmahbk mess and pre°Wg el bek•'se.kw• MULCHING . . . Malakn seta,memo het mom.should m. lied m al m.me operation.other pet swede 3.15 SLOPE DRAIN I - 1 3.35' MU • ® .nkhm not e adequate soil protection byMemed ma mat Mich am I to tbe season bed wbkn.loapraeamPerm eille• _ �ff A mama coma-Mead Mad construed en mode conc...amaer Me sop soma 3.16 PAVED FLUME pF bottom ef••kp w"^°'""he"«d°e ora"M1°d°p. * * SOIL STABILIZATION I kk udotc•rm b=m•mae(Tremont opt.ebu mass at r�mnaxlma * * I I • 3.36 BLANKETS 8 MATTING ellor w=pedplwa ep planting of m N..s«a STORMWATER Apermc d ewcel depend to eery ere..ano..steam a.m.Applicable m tomeadm dada.Includes muddle mule.and name eem elt sat are modified W- .::eicse.. * * Sublime dutmbd anus by planting Yes Jen.cam and grad coven Hee mf is le pref... * 3.17 CONVEYANCE I -; I Do generated by bar de.ekperec not pwudly•pplieela nem.mmdnme.mwke mural I l Dee pWrmu,k eo;ardia ad end arm fa aware Ls rem a army a m,nd ammeaW CHANNEL mime• 3.3] TREES,SHRUBS,VINES AND GROUND COVERS ® Q °D•m'fu.E,°ai"yar°`n"`bm°«m.m'm°kmm me debak me oaf°'"rmmmddrir b' The Mel.;of more enmbl*ens amsang bu'ou below mom aawyku torobe * *• I 3.18 OUTLET PROTECTION OP Pea some mess-cmi..Men cesatcod.d to red..flow`el«me beforemmwm"r"a' TREE PRESERVATION TP `O Ptetaeemgexisting tree bornmeaaka a ad oder enydai^e bmddiabing aa.omamrim•amy * ami.ita em«d Wow•"•-muff. 3.39 AND PROTECTION' to es.de dereel er desirable tree Mere s r drat en ay will be ef a a.*tem mapa.d provide arm mvirmmmul and men.beef 1 A berme,....resa.rwwi w.a or hrH.kmr.eildee me;•...g.widen ma II -� - 3.19 RIPRAP RR condit®m water melee vmcin,expected mane.e ere.am eve Mal urn erode * * * * 3.39I DUST CONTROL DC ® Redwing outface mamma deep and Mabee or cow rica cam deign row mdlme.. 1 * in out ten.on me problem k«her W Lama opt fee and reed se pmemorwemeEl berme• a E& S KEY 2 FEB 99 Jar No. 3279C .__ _. ._ _ .- .__ _ ._ ._ _._ ._ _ .-. ._.____.___- 3o Merl.99 Scot¢ 1'w BO' Dare - D,mvN BY C7. 1 TABLE 3d1-e BOAR'S HEAD I N N ACCEPTABLE TEMPORARY SEEDING PLAN'MATERIALS & SPORTS CLUB QUICK REFERENCE FOR ALL REGIONS CH ARLOTTES VI LLE, VA Rate Planting Dates Seed• Jibs/acre= Sept.1-Feb.15 50 n MIK DC ., Annuel Ryegr l GRAHAM/M E U S (Loam meul.neNm1 & 50-I® Cereal(Winter)Rye (Seeale areal,) Feb.l6 Apr.30 Annual Ryegrass 60 100 (Latium mule-norym) May 1-Aug 31 German Millet 50 (STferia ilsl'al _____- ARCHITECTURE I CONSTRUCTION OF A SILT FENCE SIX EDGERLY PLACE,BOSTON,MA 02116 (WITHOUT WIRE SUPPORT) (617)423 9399 1.SET THE STAKES. 2.EXCAVATE A 4•X 4- TRENCH UPSLOPE ALONG THE LINE OF STARES. 6.1UX. II �)f rs � ill::fit'":277:;;;;;,::441‘;‘, - -`�� . „ _ 1. !(i j i i i _ 7, :111'.:: momalooaliboigamoolLm _,f,. ' i�j.( . •• J"tt '�.;. �a TIDE COX COMPANY f-i '4 fi .sn 4G' .• ,�j 1 * ,, 3.STAPLE STARES AND A1xTENU 4 HACRFILL AND COMPACT e `' Yto Q y(� 1/4. THE EXCAVATED SOIL.f .•� 'r?7�71 IT INTO THE TRENCH,. ' �f (( Planners • Givi/ Engineers'c3' I. . ,,..,/ 1+ , mIIFI r,, Ii6 �`� •k+Yt �.t v'v� tt �a�e Landscape Architects itlirtt.f:- bD L �� ,, ��°: _;<` I -„. ,� / 220 East High Street •N,148 7 y M 1` �'�+- /-i t1 IIII f _ II fB g , ti, /~ vT, IIII Charlottesville . V/rglnia ;;i� : ' �` '' , ;1—I ���_ Irr � 22902 . C804,295 7131 ,.e: FLOW 4 -0 d �I , ''`' a �19H :y f-I. III— -111 u 19C 4t Ei�� r� y�9?.'r r �' On1�Jf{f+�e+� SHEET FLOW INSTALLATION 1r0.{ 1N t- T S (PERSPECTIVE VIEW) arc I TH Dp 1;'. ;."Fil,IS ',•:-..,l1t,: . if w f^y Y ,. ; '0'�/ \\ '{�¢�yf'Yf I Ftorl \\\ C�encas j, e,' I' ' P, .•/ 1 1.7 20C3 411(O • a+ --_ /A // // \ --- :bye,.. 7710 'i / \ a ON 5nu 5 FXHIDIT / IIII - 19E3 Cullen Loam(2 to 7 percent slopes) POINTS A SHOULD BE HIGHER THAN POINT B. 19C Cullen Loam(7 to 15 percent slopes) DRAINAGEWAY INSTALLATION - (FRONT ELEVATION) • BLOCK AND GRAVEL DROP INLET STONE CONSTRUCTION ENTRANCE SEDIMENT FILTER 70'AIll OUSTING PA WIRE SCREEN CONCRETE BLOCK I A -Y5:1 VF1FxT -S' r=JJi1•I g�� .1fi .., TLo FLER CLOTH c wx. A OPTIONAL/AE BEM j ' r�� SIDE ELEVATION+�� .a .i MISTING GROUNDn►1I ios��-1Nv4 ®®®`�fA L 70'uIN.tie T PAdi to e qwt+>•�lv�!sue �r�r.�1`r: iT i FILTER cRAVE VOOT Al 1 AM T DRAINAGE IV NM COURSE AGGREGATE a TO SIONCNT . WIRE SCREEN I TIUPPpG eEV[CO FILTERED WATER .MUST WEND FULL WmM ER OVERFLRUNOFF OW • � OF INGRESS AND EGRESS VIEW OPERATION ER :1TratillaRE-11=11-1k PLAN NIA. E_ E=11111 4:,- 1S=11=11.\ Il��a�,-j� ►1�� 1 •I4�... Y wN. - DROP INLET +�L�' E&S DETAILS ,\� WITH ORATE __ .... SEDIMENT FILTER CLOTH SECTION A-A 2 FEB 99 Ja No. 32790 SPECIFIC APPLICATION e•-7- A0'V-L STALE 1•-20• DATE THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE �_.-���kaki i� b �rw�� ocoego HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW �'r CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING �� iTa0a ri'�`j—�.„ �� tf AROUND THE STRUCTURE. •1,.,r+■=1��n�lr����_ �;r FSw effie c0ACRETC DRAIN SPACE C 7.2 A GRAVEL SHALL BE VDOT#3,#357 OR#5 COARSE AGGREGATE. SECTION B-B I �c — - -- Ly x a� BOARS HEAD I\N y5a \ + yGi q \ Om„O �,4 PLANTING SCHEDULE .. �a� \ �� os ���; c d� k & SPOTS CLU3 `,� Oy ��� \ + x SYMB NO. SCIENTIFIC NAME COMMON NAME SIZE ROOT TREES CHARLOTTESVILLE, VA rGj + o ` aa� `\ ` ` ,`� +� `C �tl� [n AP 1 ACER PALMATUM var.Bloodgood" Bloodgood Japarrese Maple 6'HGT. B8B i �• ti CC 1 CERCIS CANADENSIS REDBUB 8'HGT. 88B A '4�/ S Gl �� + o'�Cc CF 3 CORNUS FLORIDA DOGWOOD 6'HGT. B8B ►, /—,-- / / O • 3 �2c hn, Nc) 7� °^ LI 531 LAGERSTROMIA INDICA CARAPEMYRTLE 8'HGT 68B ( O 1111111k;k: 21 MS 4 M N PINUS STROBUS SU WHITE PINENELIA 6'HGT. BAB G R A H A v/N E U S Z a- PS 7 6'HGT. 688 n 2 -0 O' �}_ OP 4 OUERCUS PHELLOS WILLOW OAK 2-12"CAL B8B 9 c.+ q a3 ' (LI ' SHRUBS � d� I / + �' \�` \k \,a;•- �` + AG 9 ABELIAX GRANDIFLORA GLOSSY ABELIA 24° B&B 2'''. L O`' (2��C >) �' `\;. \ FG 5 FOTHERGILLA GARDENII DWARF FOTHERGILLA 24' 886 /,�� 3•3. b� ��Q �;�` '{" + Cp C*v'•O A #' ctl _ HYPERICU15"HGT 3GAL 6 l a PIZ 36 PRUNUS BELLIACERASUS"ZABM VC 3 VIBURNUM X CARLESII KOREAN6PICE VIBURNUM 24°HGT. B88 q°yip°� 1 - _ S O,�` , k ` O / `� GROUNCOVERS Op0 of, _— � 13-' __p'P.Q�FC /oG� SQ�� C�,1 �SQ� * + ,2$� LM 875 LIRIOPE MUSCARI RIG BLUE" BIG BLUE LIRIOPE PINT CO .T4O g4a'—_ )4°30 U30NIT H3WUOSNVU1 - : z,1�' , 999 ate;` Q -;�y`, ,1� cs ss.x��1�, ARCHITECTURE c '�JULM NO3O N3400M ���` `��'.�`�\,,�� ' \Q`F?, ```,•`q l SIX EDGERLY PLACE,BOSTON,MA 02116 �, ! `1 Ili:04, tl� (617)423 9399 a o' e�= — —___===ice �'., 5 sow. :CE'__=iiiilTliiiiiiiiiiiiiiI■■■iu 2- c cull yy°y .mm0 .■ i 1117.1(1■' OI Q `, �� o ar, I 6..0 ■■ __ - _ • _--__--___-niIn11.Ii_ LL'. • � '' 'm r •tS `.y `.b - .co i i `� 111111111■■ni.s. I1 � = — 9 ,��' I -- s o b` I ' , 'I ' X ■■ ...G.N■ig II ;\. �• ,1� a i,r , ' t\� `60 Oti 1; 4 MN a ■■ rIr��l�a.a■uvri ■■.1 L ll �•1•"4 "-w. `--,95L 9I5TlJR8 A Ai. ;j f■ i , ■ ■ _. 11 �oln 0r,.;•cly� w NCO GDBYA14.,.0„ �'.t,‘,[7:::„: \ ` �/ Im: I '" �N �'1' 1 ZirliW 1 AI 4110, ',4' .•�\ > ,y°' TNT COX COMPANY 9nom �. �, I:t�.• ,• ',;, Planners ° Civil Engineers i00.1,. 78 M 1., 44, , ,,;".„.„,,;,Sc:DED • A ';,`,,,.:5:,11,9 , a a ,r■ ...■.. f;. t \- a I Landscape Architects ,ti a ..iii �.■.p.I.y y�;`�v!�� '� Or s. S ./I +y R,� I P:.o o $ .:I;I �i+ "4�� ,tied , I •F■■■ .•■1■■I b ` f rlr \i ow'1 i k 40r.' °it....:i' lik 220 East High Street I� Ir�. �i ill i i +►�:. ', Charlottesville . Virginra SPREEN IMS I SISi '_ ��:0,114) ' ,• 22R02 ° C804S295 7131 :114:0\ IIIIMIA IN s 41/10 , 4tk �11YtE ��1111�1 I■ o • 110,,, /� INNEN "U FRANK D.COX,IMMEN 11111 t; 11 .1. / i lkoL. II ..■7.. 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G. a�1a 1 .L `.ad,P °1 , --"...di % � I - L1 .0 BOAR'S HEAD INN & SPORTS CLUB CHARLOTTESVILLE, VA t GRAHAM/MEUS �� w ,�, ARCHITECTURE ,.,94,44 p.WO SIX ED PLACE,BOSTON,MA 02116 (617)423 23 9399 1 WATERING BERM 3'HT. ' SET TOP OF ROOTBALL 1'MIN. 4 'J • �WER p dN ES ABOVE FINISHED GRADE r'� 'j• I'G' " �N _`1 MULCH 2-DEEP IMMEDIATELY AFTER _" �PLANTING AND WATER THOROUGHLY i "' /.-—tea " CUT AND REMOVE BURLAP II 11II -:'-*** -TEE = TtIE COX COMPANY • FROM TOP 2/3 OF ROOTBALL 'III! IJ w N BACKFILL PIT WTTH STORED EXISTING -'b - OR IMPORTED TOPSOIL TO 1/3 FULL. — �I^ 5 Planners . Civil Engineers W IIII= I1 m or WATER TO SETTLE SOIL,THEN Hi I'" I=IIIII' • 2.-.2'•0'UAY.STAYES BACKFILL TO FINISHED GRADE. = • I— Landscape Architects 1— - _ BPAfETOAVOID 5ALL III I—II II` I I�_T� ` I01I II- IIII=I' 220 East High Street 0" I 9 1 MIN. M N 901 a :as` • P2EPALt[D I_ Charlottesville Virginia 1111n Jt.< 410. � � T 9 I ,r 22902 . C804J295 7131 r"EII 6'MIN. ^L= EII , _ I— u'rvN. AL2.-run '',. P'•hh. SHRUB PLANTING DETAIL / "PR'"C D. 0 TREE STAKING DETAIL • '771Y •.,AB • u, oI 41140 SLOPE PLANTING BED FOR - r'' POSITIVE DRAINAGE RUBBER HOSE ��� III"" SPACE GROUNDCOVER PLANTS AS SPECIFIED INPLANT LIST.ADJUST DOUBLE STRAND 12 GA,WIRE SPACING AS NECESSARY TO EVENLY i _ FILL PLANTING BED 2-x 2-x B'OAK STAKES 4../ MULCH 2-DEEP IMMEDIATELY AFTER APPROXIMATELY 4"BELOW PLANTING AND WATER THOROUGHLY SET TREE FLARE 2" LOWER BRANCHES ABOVE FINISHED GRADE —REMOVE ALL SYNTHETIC MATERIAL Q O j Il ,Or/... ,/ 4 ON ROOT BALL REMOVE TOP ERI 0.i�r ( i W1 "/4� MULCH 2'IMMEDIATELY AFTER - 'NATURAL BURLAP AND WIRE BASKET °�"•�i°/h Ili 'i!��:�ql�a �'����" FROM ROOT BALL AND HOLE ,l'i,�;,tt�lt'(•r 0 I x, I,{D PLANTING AND WATER THOROUGHLY DOUBLE STRAND TUFiN END PoWN 'QI=1 II I —BACKFILL PIT WITH STORED EXISTING DIZ£99wise. AGAINST STAKE GH I . DISTANCE BETWEEN TRUNK FLAREANTE W ER TO TOPSOIL FULL. IIII AND BOTTOM OF ROOTBALL,LESS 2'— WATER TO SETTLE SOIL,THEN LostSTAYf tb SPC�ryep /II= (CAREFULLY EXPOSE TRUNK FLARE / BACKFILL TO FINISHED GRADE. (IIII— 1 -II11=111II= IF NECESSARY) IIIIIII SUBGRADE __lcVti 1 �IM : = f` '' " /j I/ .l�\ .✓.c-r.�-f✓-�� �.catiti�tiR ilM �c 12-MINIMUM PLANTING SOIL.USE 1)11•I • IIlL1 II '1/!''%�\�V\]\/\]J\�\/��� �'`t Ix�r STORED EXISTING TOPSOIL,AND/OR • . ‘, .lam IMPORTED TOPSOIL ,EII 5.I • IIIlul �I dD""�STRAND II El, =L LANDSCAPE DETAILS GALUINIZED wIFE > •, , , _ .. PeINFOF./I "ouNV AROUND II= I= I 'IIII-IIII-N111 p{IOE,ER 1105E TURNS APOUNb 2 FEB 99 Joe No. 32790 STAPe..'EL-MM. 12'MIN. UNDISTURBED SOIL PLANTING PIT WIDTH IS THREE so APwl 9q Manny TIMES ROOTBA AVERAGE WIDTH OF THE L o re TREE TRUNK EQUAL EQUAL EQUAL - Dram Br - 'TREE STAKING DETAIL GROUNDCOVER PLANTING DETAIL TREE PLANTING DETAIL